The Woods-Saxon Potential in the Dirac Equation

合集下载

人类基因组计划简介

人类基因组计划简介
的2%, 是否值得花很多钱去测序整个基因组.以当 时的技术测序费用太高. 2) 技术上不成熟: 按当时测序水平, 一个人每天最多 只能完成1000 bp测序, 30亿对碱基仅测序需要1000 个人工作3000年. 3) 大量的投入将挤占其它领域的研究经费.
政府介入
1987年春, 美国能源部健康和环境研究顾问委员会在听取个种 意见后写了一份报告“Human Genome Initiation”, 肯定人类 基因组测序计划的重要性, 并表示愿意独立承担这一计划. 与此同时,美国科学院生命科学学部基础生物委员会指定15名 科学家组成“全国研究委员会”, 经过14个月的努力写出一份
美国国会的态度
1988年美国国会正式批准拨出专款资助能 源部和国立卫生研究院同时负责实施人类 基因组计划. 一般以1989年为起始执行年.
人类基因组计划的实施—负责人
第一任首席科学家: James Watson
因DNA顺序专利争论 于1992年辞职.
第二任首席科学家 Francis Collins
杜贝可提出了两条基因搜寻路线,即以测序
为核心的“DNA序列”探测和以作图为中 心
的“基因地图”克隆.
Dubecco宣言, 1986
In 1975 Dubcco was awarded the Noble prize for Physiology or Medicine with two of his associates David Baltimore and Howard Temin. In 1986 Dubecco proposed the “Human Genome Project” to map the entire genome and to identify some 100 thousand genes which make up the human genome strucrure. From 1988 to 1992, Dubecco served as the President of the Salk Institute. At present, Dubecco, who returned to Italy to work for CNR is supervisor of the “Human Genome Project”(the Iatlian part of the International Project). Dubecco提出了人类基因组计划作图和测序同时进行的研究路线.

the tyndall effect thus implies

the tyndall effect thus implies

the tyndall effect thus implies“The Tyndall Effect”is a phenomenon often observed in everyday life, in which the scattering of light by suspended particles in a medium leads to the appearance of a visible beam of light. In this article, we will explore the underlying principles behind the Tyndall Effect and delve into its implications in various fields.Firstly, let us understand the basic concept of the Tyndall Effect. Named after the 19th-century physicist John Tyndall, this effect occurs when light encounters particles within a medium, causing some of the light rays to scatter in different directions. The scattered light is then reflected or refracted, creating a visible beam or cone of light. This phenomenon is most noticeable when a beam of light passes through a cloudy liquid or a dusty room, where suspended particles are abundant.To comprehend why the Tyndall Effect occurs, we must delve into the behavior of light waves. Light is composed of electromagnetic waves, which consist of alternating electric and magnetic fields. When light interacts with particles in a medium, such as smoke particles or water droplets, the electric and magnetic fields can induce a dipole moment within the particles. As a result of thisinteraction, the light waves are scattered in various directions.The intensity and color of the scattered light depend on the size of the particles and the wavelength of light. If the particles are larger than the wavelength of incident light, the scattered light will contain various colors, resulting in white light. However, if the particles are smaller than the wavelength of light, the scattering will be more pronounced for shorter wavelengths, such as blue and violet light. This explains why the scattered light appears blue, while the transmitted light through the medium appears yellow or red, as blue light is scattered more strongly in the atmosphere.Now that we have grasped the fundamental principles of the Tyndall Effect, let us explore its implications in various fields. One significant area where the Tyndall Effect is commonly observed is in atmospheric science. This phenomenon plays a crucial role in the scattering of sunlight in the Earth's atmosphere, giving rise to the blue color of the sky. As sunlight encounters tiny molecules and particles in the atmosphere, the shorter blue and violet wavelengths of light are scattered more efficiently, creating the appearance of a blue sky.Additionally, the Tyndall Effect has significant applications in the field of medical diagnostics. This effect is often exploited in technologies such as turbidimetry and nephelometry, which measure the concentration of suspended particles in a liquid sample. By analyzing the scattered light, these techniques allow healthcare professionals to identify abnormalities or monitor the progress of certain diseases, such as kidney disorders or bacterial infections.Furthermore, the Tyndall Effect has numerous applications in industrial processes. For instance, in the field of cosmetics, manufacturers use this phenomenon to create shimmering or sparkling effects in products. By incorporating finely suspended particles that scatter light, such as mica or titanium dioxide, cosmetics can enhance the perceived appearance of skin or add an iridescent quality to lipsticks or nail polishes.In conclusion, the Tyndall Effect is a fascinating phenomenon that arises from the scattering of light by suspended particles in a medium. This effect has implications in various fields, ranging from atmospheric science to medical diagnostics and industrialapplications. By understanding the underlying principles behind the Tyndall Effect, we can appreciate the beauty of everyday occurrences and harness its potential in diverse areas of research and development.。

Correlated neuronal activity and the flow of neural information SalinasSejnowski(2001)

Correlated neuronal activity and the flow of neural information SalinasSejnowski(2001)

REVIEWSa 50S p i k e s s –1b c500 ms–500 50 03–5050 03 –500 5003Time shift (ms)d e f250 ms–100100 01–100100 01 –1001001Time shift (ms)Time shift (ms)Time shift (ms)Time shift (ms)Time shift (ms)50S p i k e s s –10Figure 1 |Synthetic computer-generated spike trains with various correlation patterns.Each panel includes a raster plotR E V I E W S83.Fellous, J.-M. & Sejnowski, T. J. Cholinergic induction ofspontaneous oscillations in the hippocampal slice in theslow (0.5–2 Hz), theta (5–12 Hz) and gamma (35–70 Hz)bands. Hippocampus10, 187–197 (2000).Three kinds of rhythmic activity are observed ina hippocampal slice preparation, and a singleneuromodulator can shift the dynamics from onemode to another. A model for this concentration-dependent switching is developed in the referencebelow.84.Tiesinga, P. H. E., Fellous, J.-M., José, J. V. & Sejnowski, T. J.Computational model of carbachol-induced delta, theta and gamma oscillations in the hippocampus. Hippocampus11, 251–274 (2001).85.Bland, B. H. The physiology and pharmacology ofhippocampal formation theta rhythms. Prog. Neurobiol.26, 1–54 (1986).86.Lisman, J. E. Relating hippocampal circuitry to function:recall of memory sequences by reciprocal dentate–CA3interactions. Neuron22, 233–242 (1999).87.Siapas, A. G. & Wilson, M. A. Coordinated interactionsbetween hippocampal ripples and cortical spindles duringslow-wave sleep. Neuron21, 1123–1128 (1998).88.Hooper, S. L. & Moulins, M. Switching of a neuron from onenetwork to another by sensory-induced changes inmembrane properties. Science244, 1587–1589 (1989). 89.Weimann, J. M. & Marder, E. Switching neurons are integralmembers of multiple oscillatory networks. Curr. Biol.4,896–902 (1994).90.Llinás, R. R. The intrinsic electrophysiological properties ofmammalian neurons: insights into central nervous systemfunction. Science242, 1654–1664 (1988).91.Gray, C. M. & McCormick, D. A. Chattering cells: superficialpyramidal neurons contributing to the generation ofsynchronous oscillations in the visual cortex. Science274,109–113 (1996).92.Lüti, A. & McCormick, D. A. H-current: properties of aneuronal and network pacemaker. Neuron 21, 9–12 (1998).93.Wilson, M. & Bower, J. M. Cortical oscillations and networkinteractions in a computer simulation of piriform cortex.J. Neurophysiol. 67, 981–995 (1992).94.Fuentes, U., Ritz, R., Gerstner, W. & Van Hemmen, J. L.Vertical signal flow and oscillations in a three-layer model ofthe cortex. J. Comput. Neurosci. 3, 125–136 (1996).95.Timofeev, I., Grenier, F., Bazhenov, M., Sejnowski, T. J.& Steriade, M. Origin of slow cortical oscillations indeafferented cortical slabs. Cereb. Cortex10, 1185–1199(2000).96.Von der Malsburg, C. in Models of Neural Networks II(eds Domany, E., Van Hemmen, J. L. & Schulten, K.)95–119 (Springer, Berlin, 1994).97.Aertsen, A., Erb, M. & Palm, G. Dynamics of functionalcoupling in the cerebral cortex: an attempt at a model-based interpretation. Physica D 75, 103–128 (1994).98.Riehle, A., Grün, S., Diesmann, M. & Aertsen, A. Spikesynchronization and rate modulation differentially involvedin motor cortical function. Science278, 1950–1953 (1997).This study exploits a simple, yet creative, behavioural model to study synchronization in the primary motorcortex. Neurons in this area become transientlysynchronized when a stimulus appears, or when it isexpected to appear but it does not. In the formercase, mean firing rates typically change with (butindependently of) synchrony, but in the latter casethey typically do not.99.Hsiao, S. S., Johnson, K. O. & O’Shaughnessy, D. M.Effects of selective attention of spatial form processing inmonkey primary and secondary somatosensory cortex.J. Neurophysiol. 70, 444–447 (1993).100.Burton, H., Sinclair, R. J., Hong, S. Y., Pruett, J. R. & Whang,K. C. T actile-spatial and cross-modal attention effects in thesecond somatosensory and 7b cortical areas of rhesusmonkeys. Somatosens. Mot. Res. 14, 237–267 (1997).101.Johansen-Berg, H. & Lloyd, D. M. The physiology andpsychology of attention to touch. Front. Biosci. 5,D894–904 (2000).102.Salinas, E., Hernández, H., Zainos, A. & Romo, R. Periodicityand firing rate as candidate neural codes for the frequency ofvibrotactile stimuli. J. Neurosci. 20, 5503–5515 (2000).103.Niebur, E. & Koch, C. A model for the neuronalimplementation of selective visual attention based ontemporal correlation among neurons. J. Comput. Neurosci.1, 141–158 (1994).104.Steinmetz, P. N. et al. Attention modulates synchronizedneuronal firing in primate somatosensory cortex. Nature404, 187–190 (2000).A study in which tactile stimuli were delivered andneurons in the secondary somatosensory cortexresponded to them. When attention is focused on thetactile stimuli, the neurons respond more intenselyand become more synchronized than when attentionis directed towards a visual display. So, attentionmight regulate, through changes in synchrony, thestrength of the somatosensory response.105.Moran, J. & Desimone, R. Selective attention gates visualprocessing in the extrastriate cortex. Science229, 782–784(1985).106.Motter, B. C. Focal attention produces spatially selectiveprocessing in visual cortical areas V1, V2, and V4 in thepresence of competing stimuli. J. Neurophysiol. 70,909–919 (1993).107.Connor, C. E., Preddie, D. C., Gallant, J. L. & Van Essen, D. C.Spatial attention effects in macaque area V4. J. Neurosci.17, 3201–3214 (1997).108.McAdams, C. J. & Maunsell, J. H. R. Effects of attention onorientation tuning functions of single neurons in macaquecortical area V4. J. Neurosci. 19, 431–441 (1999).109.Reynolds, J. & Desimone, R. Competitive mechanismssubserve attention in macaque areas V2 and V4.J. Neurosci. 19, 1736–1753 (1999).110.Treue, S. & Martínez-Trujillo, J. C. Feature-based attentioninfluences motion processing gain in macaque visual cortex.Nature399, 575–579 (1999).111.Kastner, S. & Ungerleider, L. Mechanisms of visual attentionin human cortex. Annu. Rev. Neurosci. 23, 315–341 (2000).112.Reynolds, J. H., Pasternak, T. & Desimone, R. Attentionincreases sensitivity of V4 neurons. Neuron2,703–714 (2000).113.Fries, P., Reynolds, J. H., Rorie, A. E. & Desimone, R.Modulation of oscillatory neuronal synchronization byselective visual attention. Science291, 1560–1563 (2001).The responses of visual neurons were comparedwhen attention was directed inside or outside theirreceptive fields, for the same stimulus. Extreme carewas taken to minimize changes in mean firing rateand to measure synchrony in an unbiased way. Whenattention shifts to the recorded neuron’s receptivefield, the unit and its neighbours become moresynchronized with respect to rapid (50-Hz)fluctuations, but less so with respect to slow (10-Hz)fluctuations. Attention seems to cause a complex yetstereotyped change in the dynamics of the localcircuit of visual neurons.114.Frost, J. D. Jr An averaging technique for detection ofEEG–intracellular potential relationships. Electroencephalogr.Clin. Neurophysiol. 23, 179–181 (1967).115.Goto, Y. & O’Donnell, P. Network synchrony in the nucleusaccumbens in vivo. J. Neurosci. 21, 4498–4504 (2001).116.Fries, P., Neuenschwander, S., Engel, A. K., Goebel, R. &Singer, W. Rapid feature selective neuronal synchronizationthrough correlated latency shifting. Nature Neurosci. 4,194–200 (2001).Latencies in the responses evoked by visual stimuliwere measured simultaneously for pairs of neurons.These latencies covaried across trials, with strongercovariations observed for pairs that were moresynchronized in the band around 50 Hz. Covariationsin latency were independent of covariations in firingrate, and were not caused by common input.A functional role for oscillations in the 50-Hz rangeis suggested: to temporally align the responses ofthe synchronized neural population to a forthcomingstimulus.117.Fries, P., Roelfsema, P. R., Engel, A. K., König, P. & Singer, W.Synchronization of oscillatory responses in visual cortexcorrelates with perception in interocular rivalry. Proc. NatlAcad. Sci. USA94, 12699–12704 (1997).A study of V1 responses in an experimental set-upin which firing rates did not vary, but perceptualexperience did. Robust changes in synchrony wereobserved from one perceptual condition to another.Even if the nature of the perceptual process isquestioned, it is remarkable that synchrony in V1 canbe so strongly modulated by changes in internal state.118.Logothetis, N. K. & Schall, J. D. Neuronal correlates ofsubjective visual perception. Science245, 761–763 (1989).119.Leopold, D. A. & Logothetis, N. K. Activity changes in earlyvisual cortex reflect monkeys’ percepts during binocularrivalry. Nature379, 549–553 (1996).120.Braitenberg, V. & Schüz, A. Cortex: Statistics and Geometryof Neuronal Connectivity (Springer, Berlin, 1997).121.White, E. L. Cortical Circuits(Birkhäuser, Boston, 1989).122.Sejnowski, T. J. in Parallel Models of Associative Memory(eds Hinton, G. E. & Anderson, J. A.) 189–212 (LawrenceErlbaum Associates, Hillsdale, New Jersey, 1981).123.Hopfield, J. J. & Brody, C. D. What is a moment? Transientsynchrony as a collective mechanism for spatiotemporalintegration. Proc. Natl Acad. Sci. USA98, 1282–1287(2001).A model for speech recognition in which a set ofsensory units responds, a downstream populationbecomes activated and synchronized, and a thirdpopulation further downstream responds selectivelyto the evoked synchrony patterns. The model showshow oscillations generated centrally could confera functional advantage to a neural circuit.124.Tuckwell, H. C. Introduction to Theoretical NeurobiologyVols 1 & 2 (Cambridge Univ. Press, New York, 1988).125.Koch, C. Biophysics of Computation(Oxford Univ. Press,New York, 1999).AcknowledgementsResearch was supported by the Howard Hughes Medical Institute.We thank P. Steinmetz for providing us with Figure 3, and P. Friesfor providing us with Figure 4. We also thank J. Reynolds andP. Tiesinga for helpful comments.550| |。

jude the obscure无名的裘德

jude the obscure无名的裘德

Jude the Obscure, the last completed of Thomas Hardy's novels, began as a magazine serial and was first published in book form in 1895. Jude is a working-class young man who dreams of becoming a scholar. The other main character is his cousin, Sue, The themes in the novel revolve around issues of class, education, religion and marriage. .when it published, the novel and hardy had been criticized, because of the criticism of Jude the Obscure, he gave up writing novels.Writing [edit]Around 1887, Hardy began making notes for a story about a working-man's frustrated attempts to attend the university, perhaps inspired in part by the scholastic failure and suicide of his friend Horace Moule. originally under the title The Simpletons, then Hearts Insurgent. In 1895, the book was published in London under its present title, Jude the Obscure(dated 1896). In the Preface to the first edition, Hardy provides details of the conception and writing history of the novel, claiming that certain details were inspired by the death of a woman (most likely his cousin, Tryphena Sparks) in 1890.Plot summary[edit]The novel tells the story of Jude Fawley, Jude dreams of studying at the university in Christminster, but his background as an orphan raised by his working-class aunt leads himinstead into a career as a stonemason in the southern English region of Wessex As a youth, Jude teaches himself Greek and Latin in his spare time while working in his aunt's bakery. Before he can try to enter the university, Jude has slept with a young woman named Arabella, and then they get married, and cannot leave his home village. Before long their marriage goes sour and Arabella moves to Australia, Jude resolves to go to Christminster at last.In Christminster, Jude meets his cousin Sue Bridehead and tries not to fall in love with her. Jude hopes her in Christminster, so shortly introduces Sue to his former schoolteacher, Mr. Phillotson, whom she later marries Sue. Once they marry, Jude finds that Sue is not happy with her situation. She can no longer tolerate the relationship and leaves her husband to live with Jude.Both Jude and Sue get divorced, but Sue doesn’t want to marry Jude. Arabella reveals to Jude that they have a son in Australia after she leaves Jude 8 mouths. And Jude asks to take him in. After that they remove to another place where nobody knows them. Jude serve as parents to the little boy and have two children of their own.Jude falls ill, and when he recovers, he decides to return to Christminster with his family. They have trouble finding lodging because they are not married, and Jude stays in an inn separate from Sue and the children. At night Sue takes Jude's son out to look for a room and the little boy decides that they would be better off without so many children.In the morning, Sue goes to Jude's room and eats breakfast with him. They return to the lodging house to find that Jude's son has hanged the other two children and himself with a simply reads, "Done because we are too menny.” Feeling she has been punished byGod for her relationship with Jude, Sue goes back to live with Phillotson, and Jude is tricked into living with Arabella again. Jude dies soon after.CharactersThemes[edit]The novel explores several themes of social unrest, especially concerning the institutions of marriage, Christianity, and the university. These themes are developed through Hardy's use of contrasting foils. For example, at the beginning of their relationship, Jude's Christian faith contrasts with Sue's religious scepticism, a contrast which is heightened even further by their later role-reversal. Although the central characters represent both perspectives, the novel as a whole is firmly critical of Christianity and social institutions in general.Although Hardy claimed that "no book he had ever written contained less of his own life", contemporary reviewers found several similarities between the themes of the novel and Hardy's life as a working-class man of letters.[3] The unhappy marriages, the religious and philosophical questioning, and the social unrest of Jude the Obscure appear in many other Hardy novels and in Hardy's life. The struggle against fixed class boundaries is an especially important link between the novel and Hardy's life, especially concerning higher education and the working class. Although Jude wishes to attend the university at Christminster, he cannot afford to pay for a degree, Hardy since he, like Jude, was not able to afford a degree at Oxford or Cambridge.。

Contents

Contents

doi:10.1016/S0304-4238(05)00179-2Scientia Horticulturae 105 (2005) 533–536VOL. 105, ISSUE 130 MAY 2005Regular papersSensitivity of root system to low temperature appears to be associated with the root hydraulic properties through aquaporin activityS.H. Lee and G.C. Chung (Gwangju, South Korea). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1Growth and productivity of potato as influenced by cultivar and reproductive growth. I. Stomatal conductance, rate of transpiration, net photosynthesis, and dry matter production and allocationT. Tekalign and P.S. Hammes (Pretoria, South Africa). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13Growth and productivity of potato as influenced by cultivar and reproductive growth. II. Growth analysis, tuber yield and qualityT. Tekalign and P.S. Hammes (Pretoria, South Africa). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29Identification of Olea europaea L. cultivars using inter-simple sequence repeat markersP.J. Terzopoulos (Athens, Greece), B. Kolano (Katowice, Poland), P.J. Bebeli, P.J. Kaltsikes (Athens, Greece) and I. Metzidakis (Chania, Greece). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45Segregation patterns of several morphological characters and RAPD markers in interspecific hybrids between Dianthus giganteus and D. carthusianorumS.Y . Lee, B.W. Yae (Suwon, South Korea) and K.S. Kim (Seoul, South Korea). . . . . . . . . . . . . . . . 53Calcium translocation to fleshy fruit: its mechanism and endogenous controlM.C. Saure (Moisburg, Germany). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65Phenotypic variation in native walnut populations of Northern AlbaniaG. Zeneli, H. Kola and M. Dida (Tirana, Albania). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91Physiological acclimation of seashore paspalum and bermudagrass to low lightY . Jiang, R.N. Carrow (Griffin, GA, USA) and R.R. Duncan (San Antonio, TX, USA). . . . . . . . . . 101Somatic embryogenesis from floral tissues of feijoa (Feijoa sellowiana Berg)S. Stefanello (Toledo, Brazil), L.L.D. Vesco (Programa, Brazil), J.P.H.J. Ducroquet (Brazil),R.O. Nodari and M.P. Guerra (Florianópolis, Brazil). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117Temperature effects on corm dormancy and growth of Zephyra elegans D.DonP. Yañez, H. Ohno and K. Ohkawa (Shizuoka City, Japan). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127Short communicationsImproved technique for counting chromosomes in almondP. Martínez-Gómez, R. Sánchez-Pérez (Espinardo (Murcia), Spain), Y . Vaknin (Davis, CA, USA),F.Dicenta (Espinardo (Murcia), Spain) and T.M. Gradziel (Davis, CA, USA). . . . . . . . . . . . . . . . . 139Contents of Scientia HorticulturaeVolume 105 (2005)Growth responses and endogenous IAA and iPAs changes of litchi (Litchi chinensis Sonn.) seedlings induced by arbuscular mycorrhizal fungal inoculationQ. Yao, H.H. Zhu and J.Z. Chen (Guangzhou, China). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145 Guide for Authors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153 VOL. 105, ISSUE 210 JUNE 2005 Regular papersEvaluation and modelling of greenhouse cucumber-crop transpiration under high and low radiation conditionsE. Medrano, P. Lorenzo, M.C. Sánchez-Guerrero (Almería, Spain) and J.I. Montero(Cabrils, Spain). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 163 Growth, yield, fruit quality and nutrient uptake of hydroponically cultivated zucchini squash as affected by irrigation systems and growing seasonsY. Rouphael and G. Colla (Viterbo, Italy). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 177Net CO2exchange rate of in vitro plum cultures during growth evolution at different photosynthetic pho-ton flux densityS. Morini and M. Melai (Pisa, Italy). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197 Leaf phenolic content of pear cultivars resistant or susceptible to fire blightY. Gunen, A. Misirli and R. Gulcan (Izmir, Turkey). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 213 Influences of cold deprivation during dormancy on carbohydrate contents of vegetative and floral primordia and nearby structures of peach buds (Prunus persica L. Batch)M. Bonhomme, R. Rageau, A. Lacointe (Clermont-Ferrand, France) and M. Gendraud(Aubière, France). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 223 Inheritance and expression of fruit texture melting, non-melting and stony hard in peach T. Haji, H. Yaegaki and M. Yamaguchi (Ibaraki, Japan). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241 Organic acid analysis and plant water status of two Aechmea cultivars grown under greenhouse condi-tions: implications on leaf qualityE. Londers, J. Ceusters, I. Vervaeke (Heverlee, Belgium), R. Deroose (Evergem, Belgium) and M.P.De Proft (Heverlee, Belgium). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 249 DNA ploidy level of colchicine-treated hops (Humulus lupulus L.)A. Koutoulis, A.T. Roy, A. Price, L. Sherriff and G. Leggett (Tasmania, Australia). . . . . . . . . . . . . 263 Nutrient solution effects on the development and yield of Anthurium andreanum Lind. in tropical soilless conditionsL. Dufour (Petit-Bourg, France) and V. Guérin (Beaucouzé, France). . . . . . . . . . . . . . . . . . . . . . . . 269 Short communicationIdentification of persimmon (Diospyros kaki) cultivars and phenetic relationships between Diospyros species by more effective RAPD analysisM. Yamagishi, S. Matsumoto, A. Nakatsuka and H. Itamura (Shimane, Japan). . . . . . . . . . . . . . . . 283 VOL. 105, ISSUE 3 4 JULY 2005 Regular papersEffects of fruit shape and plant density on seed yield and quality of squashH. Nerson (Ramat Yishay, Israel). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 293 Yield of scarlet eggplant (Solanum aethiopicum L.) as influenced by planting date of companion cowpea K. Ofori (Legon, Ghana) and D.K. Gamedoagbao (Bunso, Ghana). . . . . . . . . . . . . . . . . . . . . . . . . 305 Effective pollination period estimation in olive (Olea europaea L.): a pollen monitoring applicationF. Orlandi, B. Romano and M. Fornaciari (Perugia, Italy). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 313 Decreased anthocyanin biosynthesis in grape berries grown under elevated night temperature condition K. Mori, S. Sugaya and H. Gemma (Ibaraki, Japan). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 319 534Contents of Volume 105Contents of Volume 105535 Promotion of seed germination and subsequent seedling growth of loquat (Eriobotrya japonica, Lindl)by moist-chilling and GA3applicationsE.-R.F.A. El-Dengawy (El-Mansoura, Egypt). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 331 Arsenic as a factor affecting virus infection in tomato plants: changes in plant growth, peroxidase activ-ity and chloroplast pigmentsE. Miteva, D. Hristova (Kostinbrod, Bulgaria), V. Nenova (Sofia, Bulgaria) and S. Maneva(Kostinbrod, Bulgaria). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 343 Agrobacterium-mediated transformation of Musa acuminata cv. “Grand Nain” scalps by vacuum infiltrationP.O.M. Acereto-Escoffié, B.H. Chi-Manzanero, S. Echeverría-Echeverría, R. Grijalva, A.J. Kay,T. González-Estrada, E. Castaño and L.C. Rodríguez-Zapata (Yucatán, México). . . . . . . . . . . . . . . 359 Modeling the mass of apples by geometrical attributesA. Tabatabaeefar and A. Rajabipour (Karaj, Iran). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 373 Effects of cold storage on postharvest leaf and flower quality of potted Oriental-, Asiatic- and LA-hybrid lily cultivarsA.P. Ranwala and W.B. Miller (Ithaca, NY, USA). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 383 Enhanced thermotolerance of the vegetative part of MT-sHSP transgenic tomato lineP.C. Nautiyal (Junagadh, India), M. Shono and Y. Egawa (Okinawa, Japan). . . . . . . . . . . . . . . . . . 393 Short communicationInduction of somatic embryogenesis in lotus (Nelumbo nucifera Geartn.)S. Arunyanart (Bangkok, Thailand) and M. Chaitrayagun (Phuket, Thailand). . . . . . . . . . . . . . . . . 411 VOL. 105, ISSUE 429 JULY 2005 Regular papersAerial tubers induced in turnip (Brassica rapa L. var. rapa(L.) Hartm.) by gibberellin treatment T. Nishijima, H. Sugii, N. Fukino and T. Mochizuki (Kusawa, Japan). . . . . . . . . . . . . . . . . . . . . . . 423 Changes during the ripening of the very late season Spanish peach cultivar Calanda. Feasibility of using CIELAB coordinates as maturity indicesA. Ferrer, S. Remón, A.I. Negueruela and R. Oria (Zaragoza, Spain). . . . . . . . . . . . . . . . . . . . . . . . 435 Involvement of cell proliferation and cell enlargement in increasing the fruit size of Malus species T. Harada, W. Kurahashi (Hirosaki, Japan), M. Yanai (Rokkasho, Japan), Y. Wakasa(Tsukuba, Japan) and T. Satoh (Kuroishi, Japan). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 447 Yield, fruit quality, and tree health of ‘Allen Eureka’ lemon on seven rootstocks in Saudi ArabiaA. Al-Jaleel (Najran, Saudi Arabia), M. Zekri (LaBelle, FL, USA) and Y. Hammam(Najran, Saudi Arabia). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 457 Effect of temperature on seed and fruit development in three mango (Mangifera indica L.) cultivars N. Sukhvibul (Chiang Rai, Thailand), A.W. Whiley and M.K. Smith (Nambour, Australia). . . . . . . 467 Factors affecting tissue culture of Damask rose (Rosa damascena Mill.)Z. Jabbarzadeh and M. Khosh-Khui (Fars, Iran). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 475 Alterations in endogenous polyamines in bulbs of tuberose (Polianthes tuberosa L.) during dormancy S. Sood and P.K. Nagar (Himachal Pradesh, India). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 483 Phenological growth stages of the cherimoya tree (Annona cherimola Mill.)R. Cautín (Quillota, Chile) and M. Agustí (Valencia, Spain). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 491 The influence of exogenous ethylene on growth and photosynthesis of mustard (Brassica juncea) following defoliationN.A. Khan (Aligarh, India). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 499 Short communicationsIsolation and characterization of a new d-limonene synthase gene with a different expression pattern in Citrus unshiu MarcT. Shimada, T. Endo, H. Fujii and M. Omura (Shizuoka, Japan). . . . . . . . . . . . . . . . . . . . . . . . . . . 507536Contents of Volume 105Metabolic stability of plants regenerated from cryopreserved shoot tips of Dioscorea deltoidea– an endangered medicinal plantS. Dixit-Sharma (Bangalore, India), S. Ahuja-Ghosh (Charlottesville, V A, USA), B. Bushan Mandaland P.S. Srivastava (New Delhi, India). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 513 Author Index Scientia Horticulturae Volume 105. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 519 Subject Index Scientia Horticulturae Volume 105. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 523 Contents of Scientia Horticulturae Volume 105. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 533。

医学英语术语解密_福建医科大学中国大学mooc课后章节答案期末考试题库2023年

医学英语术语解密_福建医科大学中国大学mooc课后章节答案期末考试题库2023年

医学英语术语解密_福建医科大学中国大学mooc课后章节答案期末考试题库2023年1.The combining form indicating a collection of capillaries in the kidneyis_______.答案:glomerul/o2.At the end stage of renal failure, there would be little or no production ofurine. This condition is termed _________.答案:anuria3.The outer part of the kidney is called_______________.答案:cortex4. A ____________ is a surgical incision into the kidney to remove stones.答案:nephrolithotomy5.The temporary reservoir for urine in the body is___________.答案:bladder6.Surgical repair of the rectum is called__________.答案:rectoplasty7. A dangerous twisting of the colon is called__________.答案:volvulus8.The condition known as stomatitis occurs in the __________.答案:mouth9.Paralytic obstruction is also known as_____________ obstruction.答案:Adynamic10._________ thermometer can be used in taking temperature for achild.答案:Rectal11.What is the test used to examine the nasal passages and the pharynx todiagnose structural abnormalities?答案:Nasopharyngoscopy.12.The air sacs through which gases are exchanged in the lungs are the___________.答案:alveoli13.The membrane surrounding the lungs is ___________.答案:pleura14.The term for the measurement of the movement of air in and out of the lungsduring various breathing maneuvers is ___________, which is the mostimportant pulmonary function test.答案:spirometry15.The __________ is the inner lining of the heart.答案:endocardium16.The two upper receiving chambers of the heart are called the right and left_________.答案:atria17.The mitral valve has __________ cusps or leaflets that open and close.答案:two18.__________ refers to the contraction phase of the ventricles in the heartbeatcycle.答案:Systole19.__________ is any irregularity of heart rhythm, such as an altered heart rate,extra beats, or a change in the pattern of the beat.答案:Arrhythmia20.The word "osteorrhaphy" should be pronounced as ________.答案:/ˌɔsti'ɔrəfi/21.Which of the following the correct pronunciation of "stomatoplasty"?答案:/ˈstəʊmətəˌplæstɪ/22.Which suffix indicates stopping, controlling?答案:-stasis23.Which suffix indicates discharge?答案:-rrhea24.Which prefix indicates between, among?答案:inter-25. A ______ is the smallest meaningful unit of a language.答案:morpheme26.How to pronounce the word peritonitis?答案:/ˌperɪtəˈnaɪtɪs/27.An orthodontist a dentist specializing in the prevention or correction ofirregularities of the teeth.答案:正确28.Etymology refers to the study of the origins of words.答案:正确29. The rod of Asclepius, a snake-entwined staff, remains a symbol of medicinetoday.答案:正确30.The plural form of "metastasis" is "metastases".答案:正确31.The terminology for the surgical removal of a kidney and a ureter isnephroureterectomy.答案:正确32.Jennie complained of painful urination. The medical term for this ishematuria.答案:错误33.Urethritis is the inflammation of urethra due to injury or infection.答案:正确34.Any minute globular particle is called corpus.答案:错误35. A dilatation of a calix of the kidney, usually due to obstruction or infection isnamed caliectasis.答案:正确36. A cell that engulfs and digests debris and invading microorganisms is knownas phagocyte.答案:正确37.Appendectomy is the surgical removal of appendix.答案:正确38.The combining form for “arteriole” is “arteri/o”.答案:错误39.“Thrombectomy” means excision of a clot from a blood vessel.答案:正确40.The word meaning pertaining to the pericardium is “pericardiac”.答案:错误41.The synonym for spir/o is hal/o.答案:正确。

岛屿生态地理学理论【岛屿生物地理学理论与生物多样性保护】

1970
岛屿的面积和
隔离程度都影响鸟类物种的数目

当一个物种占据某个
岛屿后
就会在一定程度上由该物种的选择方向时期
建立种效应
Founder principle
简单他说是指一个传播体
建立种的等位基因数量相对较少
遗传变异将逐渐得到恢复环境条件下岛屿同种种群和纯合水平的提高
研究种群大小对后代种群遗传变异的影响
所谓最小动态面积是指能够包含较复杂的生境类型
1975
MarquesasMarianas IslandsPelew Palau Islands
Somoa
Fiji
16
Renell Ialands
D'Entrecasteaux Islands
我们就可得到生态学中的所谓
1913
Arrhenius
1925
Diamond和
Mayr
1962aMcQuinness
将这一关系用
它已经扩展到陆地生境岛屿的研
究中去
然后介绍了其在自然
保护区和保护庇护所景观片断化是形成生境岛屿的重要原因之一
2 岛屿生物地理学理论

Insularity
形状和隔离程度不同的岛屿
例如
类活动的影响
1956
1972
True oceanic islands
岛屿上的物种数目曾经同其原来相连的陆地相同
陆地桥岛屿由于地质的原因
那么z值可能增加经过对数转换后IsolateSample而样本则是群落中的部分个体样本的z值要比隔离种群小12171835之间MacArthur和Wilson
面积曲线以及z值的狭窄范围主要是由于下列两方面引起的
其二是个体总数和物种数目之间的关系非常接近对数正态分布Distribution of species abundance

高三英语询问生态单选题50题

高三英语询问生态单选题50题1. During the scientific research on the wetland ecosystem, we found that ______ play a crucial role in maintaining the balance of the ecosystem.A. plants and animalsB. only plantsC. only animalsD. neither plants nor animals答案:A。

解析:在湿地生态系统中,植物和动物都对维持生态系统的平衡起着至关重要的作用。

选项B只提到植物,忽略了动物的作用;选项C只提到动物,忽略了植物的作用;选项D表示植物和动物都不起作用,这与事实相悖。

从语法角度看,这是一个简单的主谓宾结构,考查对主语内容的正确理解。

2. In the field study of the desert ecosystem, which of the following is an abiotic factor?A. CactusB. ScorpionC. SandD. Lizard答案:C。

解析:在沙漠生态系统中,沙子属于非生物因素。

选项A仙人掌是植物,选项B蝎子和选项D蜥蜴都是动物,它们都是生物因素。

从语法上看,这是一个特殊疑问句,考查对特殊疑问词which引导的句子的理解以及对生态系统中非生物因素概念的掌握。

3. A group of ecologists are researching a forest ecosystem. They noticed that ______ are the primary producers.A. fungiB. treesC. birdsD. insects答案:B。

解析:在森林生态系统中,树木是主要的生产者,它们通过光合作用制造有机物。

选项A真菌是分解者;选项C鸟类和选项D昆虫大多是消费者。

Damage and Damage Prediction for Wood Shearwalls Subjected to Simulated Earthquake Loads

Damage and Damage Prediction for Wood ShearwallsSubjected to Simulated Earthquake LoadsJohn W.van de Lindt,M.ASCE 1;and Rakesh Gupta,M.ASCE 2Abstract:Woodframe structures represent the most common structure type within the residential building stock in the United States.These relatively light structures perform well with regard to life safety and collapse during earthquakes,but can be significantly damaged resulting in large financial losses.Societal demands for damage-limiting design philosophies in the wake of the Northridge earthquake have fueled researchers ͑and practitioners ͒need to understand and better predict damage to woodframe structures.This paper examines damage to the lateral load carrying assemblies within woodframe structures,namely shearwalls.This is presented within the context of damage prediction for a wood shearwall assembly,and shortcomings and needs of such an approach are subsequently addressed.The incremental dynamic analysis approach is also examined as a possible tool for damage prediction.Qualitative damage descriptions and seismic force demands matched very well while maximum transient drifts did not match experimental results well.The potential for development of a whole-structure predictive damage model and its integration into the development of a performance-based seismic design development for woodframe structures is examined.DOI:10.1061/͑ASCE ͒0887-3828͑2006͒20:2͑176͒CE Database subject headings:Shear walls;Earthquakes;Nonlinear response;Damage;Predictions;Dynamic analysis;Wood structures .IntroductionWoodframe structures in the United States have performed well with regard to life safety and collapse during earthquakes.How-ever,the level of damage sustained by woodframe structures dur-ing many of these same earthquakes was not felt by many ͑in both the public and private sectors ͒to be acceptable.Specifically,the 1994Northridge earthquake caused a large amount of damage to woodframe structures ͓$9.6billion in insurance claims ͑Kircher et al.1997͔͒,many built after the development and refinement of modern strength-based seismic design codes were in use.One result of this significant damage to woodframe structures was the Federal Emergency Management Association ͑FEMA ͒-funded “CUREE-Caltech woodframe project”whose results are begin-ning the process of being implemented.Another,perhaps eventu-ally to become seminal,result was the motivation for seismic woodframe researchers to develop a performance-based seismic design ͑PBSD ͒philosophy for woodframe structures.Such phi-losophies are currently being developed for heavier materials such as steel and concrete,with the woodframe research commu-nity attempting to follow suit,but lagging behind.One reason for this lag is that the cost of a single woodframe structure is only a fraction of the cost of a typical steel or concrete structure,making structure/site specific dynamic ͑or performance ͒analysis too ex-pensive for most potential homeowners.However,the number of buildings made up of these heavier materials is only a fraction of the number of woodframe structures,thus justification for a damage-limiting,or performance-based,seismic design philoso-phy is certainly warranted based on potential loss estimates for woodframe structures compared to these heavier and larger struc-tures.It can be deduced that such a PBSD philosophy for light-frame wood structures may be unable to follow the exact path taken by PBSD developers focusing on these heavier materials.All PBSD philosophies seek to satisfy multiple performance cri-teria,one being a damage limiting criteria.Accurate damage pre-diction is one key to the development of such a design philoso-phy,and has not been addressed for woodframe construction.A performance-based seismic design philosophy has yet to be undertaken for woodframe structures.However,some preliminary work has been performed by a handful of researchers.A direct displacement method was proposed by Filiatrault and Folz ͑2002͒and allowable seismic mass charts for wood shearwalls based on FEMA drift limits were developed by Rosowsky ͑2002͒.One might expect that structural reliability will play a major role in the development of a PBSD philosophy for woodframe structures hence much of the initial work has focused on estimating reliabil-ity indices for woodframe structures and wood shearwalls.A study by van de Lindt and Walz ͑2003͒developed and applied a new hysteretic model to estimate deformation-based reliabilities in Boston,Seattle,and Los Angeles.Fragility approaches ͑Rosowsky and Ellingwood 2002͒have also been pursued re-cently and are the focus of ongoing work.A study by van de Lindt ͑2005͒examines the possibility of using a mechanistic damage model for seismic reliability assessment of woodframe structures.1Associate Professor,Dept.of Civil Engineering,Colorado State Univ.,Mail Stop 1372,Fort Collins,CO 80523-1372͑corresponding author ͒.E-mail:jwv@ 2Associate Professor,Dept.of Wood Science and Engineering,Oregon State Univ.,114Richardson Hall,Corvallis,OR 97331-5751.E-mail:rakesh.gupta@Note.Discussion open until October 1,2006.Separate discussions must be submitted for individual papers.To extend the closing date by one month,a written request must be filed with the ASCE Managing Editor.The manuscript for this paper was submitted for review and pos-sible publication on January 11,2005;approved on April 19,2005.This paper is part of the Journal of Performance of Constructed Facilities ,V ol.20,No.2,May 1,2006.©ASCE,ISSN 0887-3828/2006/2-176–184/$25.00.D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .A more comprehensive summary of wood shearwall reliability studies prior to 2002can be found in van de Lindt ͑2004͒The remainder of this paper presents the results of a study to examine the accuracy of “blind”damage predictions for wood shearwalls with the intent of possible integration into one or more areas of a PBSD philosophy,should the necessary extension and generalization to whole woodframe structures be possible.Dam-age predictions performed at Colorado State University ͑CSU ͒using a simple calibration ͑de Melo e Silva 2003͒of the concep-tual model developed by van de Lindt ͑2005͒are compared to damage observations recorded during dynamic shearwall tests at Oregon State University ͑OSU ͒͑White 2005͒.More specifically,incremental dynamic analysis ͑IDA ͒was used to determine what ͑earthquake specific ͒spectral accelerations will cause specific damage to a 2.44ϫ2.44m wood shearwall based on a Park–Ang damage measure ͑DM ͒.Qualitative damage descriptions prepared independently by the CSU and OSU research teams are compared and discussed.It should be mentioned that there was no commu-nication between the two research teams,other than the nominal shearwall design,the names of the earthquake records,and the peak ground acceleration ͑PGA ͒for each record.Damage to Wood ShearwallsGenerally speaking,some level of woodframe damage has been observed during virtually all moderate to severe earthquakes.A significant amount of damage to wood shearwalls occurred during the 1994Northridge earthquake and according to Schierle ͑2003͒“besides building replacement and general earthquake repairs,shearwalls are the most expensive items to repair/replace.”Ap-proximately 3%of all single-family and multifamily homes in Schierle’s damage statistic study ͑part of the “CUREE-Caltech woodframe project”͒following the Northridge earthquake had shearwall damage ͑32homes out of 1,129included in the survey ͒.Surprisingly,the vast majority of woodframe earthquake re-search has focused on earthquake response,with the extension to damage receiving little attention with the exception of gathering loss estimates.It is one intent of this paper to investigate the possibility,albeit through several assumptions and discrepancies,that predictive mechanistic damage models may be able to play a role in emerging PBSD philosophies for woodframe structures.Experimental Study for Seattle Earthquake Records at OSUFig.1presents a flowchart showing the procedure used for dam-age prediction and comparison between the OSU experimental study and the CSU predictive study.The dashed line indicates the portion of the chart for testing which is described below.Test SetupAll walls were tested at the Gene D.Knudson Wood Engineering Laboratory in the Department of Wood Science and Engineering at Oregon State University The load frame and detailed test setup is shown in Fig.2.The bottom rail was a 102ϫ152ϫ10mm steel beam that provided a moveable foundation for the shearwall.The beam was supported on pin joints that were connected to linear bearings at both ends.The linear bearings traveled on 51mm steel shafts that were mounted to the strong floor of the lab.A 44.5kN servo controlled hydraulic actuator with a 153mmtotal stoke was attached directly to the foundation beam with a 90.0kN dynamically rated in-line load cell.The inertial mass was placed on a cart and coupled to the wall by means of a lever assembly.Two 25.4ϫ914ϫ914mm steel plates fastened to a four-wheeled cart provided the inertial mass for the system.A laterally braced tower supported a 102ϫ152ϫ10mm steel beam that acted as a vertical moment arm to couple the mass cart and a steel channel ͑top rail ͒attached to the top of the wall.The mo-ment arm provided a 1:9equivalent mass ratio at the top of the wall.Horizontal struts connected the mass cart and top rail to the moment arm.A second 55.6kN rated load cell was mounted in-line between the top rail and the horizontal strut at the top of the wall.Absolute position of the top of the wall was measured with a string potentiometer mounted between the strong wall and the top rail.A more detailed description of the test equipment is given in Seaders ͑2004͒.Wood Shearwall SpecimensThe shearwall specimens were designed based on the 2000Inter-national Residential Code ͑ICC 2000͒prescribed brace panel con-struction.All specimens were designed as 2.44ϫ2.44m sections with 38ϫ89mm studs at 610mm on center.Two 32/16APA rated in 1,220ϫ2,440ϫ11.1mm structural oriented strand board ͑OSB ͒panels were installed vertically and fastened with 8d box nails ͑2.87ϫ60.33mm ͒at 152mm on center around the edges of the panels and at 305mm in the panel fields.On the opposite side of the wall,two 1,220ϫ2,440ϫ12.7mm gypsum wallboards were installed vertically and fastened to the framing with 41mm long Number 6rough bugle drywall screws at 305mm on center on the edges and in the fields of the panels.The test specimen had two 12.7mm A307anchor bolts at 305mm from each end of the wall.Hold-downs were installed at the ends of the wall and bolted into double end studs.The double end studs were nailedtogetherFig.1.Flowchart depicting approach used to predict damage and qualitatively compare recorded and predicted damageD o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .using a 16d ͑2.87ϫ60.33mm ͒nail at 610mm on center.Hold-downs were anchored directly to the foundation using 15.9mm Grade 5͑A325͒bolts.Earthquake RecordsThree earthquakes from the SAC steel project time history suite ͑Somerville et al.1997͒were selected in order to test two walls using each earthquake record.They were selected from the 10%probability of exceedance in 50year suite and the characteristics of the records are shown in Table 1.Recall that the records used in the SAC steel project were scaled from the original ground motions to match a weighted design spectrum at periods of inter-est for steel structures.Because steel structures typically have a much longer period than low-rise woodframe structures,it was necessary to rescale the records.A similar approach to that used in the SAC steel project was used to rescale the time histories so they would be representative of typical woodframe structures in North America.The result was a spectral scaline in the range of 0.1–0.3s.This approach was used by Rosowsky ͑2002͒and van de Lindt et al.͑2005͒to scale ground acceleration records forwood shearwall analyses.The design spectrum from FEMA 356͑FEMA 2000͒was calculated based on the 10%probability of exceedance in 50year level U.S.Geological Survey seismic haz-ard maps ͑Frankel et al.1997͒for downtown Seattle and a type “D”soil classification.Table 2shows the maximum load,P max ,and maximum deflec-tion,⌬m ,at the top of the wall during the dynamic tests.A post-test wall evaluation was conducted for each test to determine the overall condition of test specimens by recording failure type and location for the primary elements of the wall ͑studs,top and bot-tom plates,sheathing,and fasteners ͒.The earthquake tests exhib-ited several failure modes,each of which involved failure of fas-teners connecting the sheathing and the framing.These fastener failure modes were classified into five general categories as de-picted in Fig.3.These were:͑1͒edge breakout from the nails or wallboard screws;͑2͒nail pull-through;͑3͒nail pullout;͑4͒lo-calized crushing of the gypsum wallboard;and ͑5͒screw fracture attaching the gypsum wallboard.A detailed damage description ofTable 1.Description of Earthquakes Used in This Study ͓Adapted from White ͑2005͔͒CharacteristicSE03SE07SE13EQ name1984Morgan Hill 1949Olympia1965SeattleRecording location Gilroy,Calif.Seattle Army Base,Seattle Federal Office Building,Seattle TimeApril 24,1984April 13,1949͑11:56PST ͒April 29,1965͑07:28PST ͒MechanismStrike-slipSubduction intraplateSubduction intraplateDist.from epicenter ͑km ͒158061Magnitude ͑M w ͒ 6.2 6.57.1Site ͑soil condition ͒S d ͑soil ͒S d ͑soil ͒S d ͑soil ͒S.F.͑SAC-Seattle ͒0.58240.95980.7572S.F.͑Original-Seattle ͒ 1.654 5.125 3.998Peak accel.͑g ͒0.38620.29480.3693Peak vel.͑cm/s ͒32.835.945.6Peak disp.͑cm ͒8.29.08.1Length ͑s ͒60.0066.7274.16Time step ͑s ͒0.0200.0200.020Fig.2.Test setup for dynamic tests of wood shearwalls at OSU ͓Seaders ͑2004͒,with permission ͔D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .the walls following each dynamic test is given in Table 2.Full test results of these and other shearwalls can be found in Seaders ͑2004͒and White ͑2005͒.Damage ModelDamage to structures during earthquakes has been studied for decades ͓see e.g.,Suidan and Fubanks ͑1973͒;Park and Ang͑1985͒;Jeong and Iwan ͑1988͒;Rahnama and Manuel ͑1996͒;van de Lindt and Goh ͑2004͔͒.There are basically two types of damage models that have been pursued.The first type are models that attempt to predict structural damage based on some type of ground motion intensity measure,e.g.,arias intensity.The second type of model couples a ͑usually nonlinear hysteretic ͒structural model with measured or simulated ground motions and bases the damage prediction on the response.The latter type of damageTable 2.Damage Descriptions for Three Wood Shearwalls Prepared by OSU Team Earthquake record ID F max ͑kN ͒⌬m ͑mm ͒Damage descriptionSE0316.3119.2Some localized crushing of gypsum wallboard screws.Very little damage to fasteners attaching OSB sheathing to framing—slight nail withdrawal from framing members along panel edges ͑at most five nails ͒with a maximum of 3mm withdrawal.Very little damage overall.SE0719.6956.1Edge breakout of gypsum wallboard screws that were along panel edges along bottom of wall.Some wallboard screws fractured along center stud of wall.Wallboard was basically connected to wall after the test by field nails.Nail withdrawal from framing ͑attaching OSB to studs ͒.In some instances withdrawal was severe,generally between 5–25mm and most predominant along panel edges and concentrated at the mid height of the wall—less severe along outer perimeter.Sheathing pulled away from the framing at variable amounts.Damage was about the same as SE13.SE1323.3859.5Edge breakout of gypsum wallboard screws along sill plate and vertical panel edges.Some fracture of wallboard screws—basically very little capacity remaining in wall.Nail withdrawal from framing members 5–25mm—this was primarily seen along outer edges of wall,and along mid height ofwall.Some nails were pulled through the sheathing—these were seen along the perimeter of the wall,and were few in number.Sheathing pulled away from the framing at a variable degree.Damage was about the same asSE07.Fig.3.Failure modes identified and recorded by OSU team following testingD o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .model is typically a function of geometry and material type,at a minimum.It is this latter type of damage model that was cali-brated and applied in the present study.Mechanistic Damage ModelTo date,only one mechanistic damage model has been attempted for woodframe structures ͑van de Lindt 2005͒.That model was discussed primarily in concept because the test calibration was performed for wood shearwalls with structural sheathing,but no finishing materials,meaning damage estimates of realistic fin-ished structures were not possible because they have been shown to significantly effect the response of a woodframe structure ͑Fili-atrault et al.2002͒.The model is based on the Park–Ang damage measure,D ,which is expressed asD =⌬m ⌬u +␺F ey ⌬u͵dE ͑1͒where ⌬m =maximum deformation during the earthquake;⌬u =ultimate deformation ͑note that this is not the deformationcorresponding to ultimate capacity but rather the largest deforma-tion reached prior to failure ͒under monotonic loading determined experimentally;F ey =yield force of the wall ͑which can be calcu-lated as an equivalent yield force using a least-squares approach since wood shearwalls do not possess a distinct yield point ͒;͐dE =incremental hysteretic energy absorbed by the wall during the earthquake;and ␺=calibration parameter for the desired damage-based limit state.Eq.͑1͒is a direct linear combination of the maximum defor-mation and the hysteretic energy absorbed during the motion of the structure expressed as a fraction of their respective ultimate values.Only parameters ⌬m and ͐dE are obtained from the simu-lated loading history.All other parameters are predefined values and are essentially a function of the geometry and material prop-erties of the component or structural system being modeled or analyzed.Damage to a structure is then characterized by the dam-age measure,D ,where the value of D =1signifies failure or,at least,that the predefined damage-based limit state has been reached.The model was calibrated for bare 2.44ϫ2.44m wood shear-walls by dynamically testing a series of walls with varying sheathing panel perimeter nail spacing.The details of the experi-mental investigation can be found in de Melo e Silva ͑2003͒.The panel exterior nail spacing during those tests was varied between 75mm ͑3in.͒and 150mm ͑6in.͒.All wall-specific parameters in Eq.͑1͒,namely ⌬u ,F ey ,and ␺were linearly regressed on this nail spacing resulting in the expressionD =⌬ma ⌬u s +b ⌬u +a ␺s +b ␺͑a F ey s +b F ey ͒͑a ⌬u s +b ⌬u ͒͵dE ͑2͒where a indicates the slope of the regression;b indicates the y intercept;and s =panel perimeter nail spacing.Two damage indi-cators ͑DIs ͒were selected for calibration and use in the present study:͑1͒corner nail pullout of the sheathing-to-framing nail ͑see Fig.4͒and ͑2͒sheathing separation between the framing and sheathing material ͑see Fig.4͒.No DIs were applied for the gyp-sum wallboard used in the OSU wall tests,because the original tests by de Melo e Silva ͑2003͒used to calibrate the damage model did not have wallboard present.This apparent discrepancy will be discussed later.Table 3shows the regression parameters for each DI to be inserted into Eq.͑2͒for damage prediction.As one can see,the only values required to estimate a damage mea-sure ͑DM ͒,D ,is the maximum displacement and the hysteretic energy absorbed from a numerical simulation.The dynamic response of the wood shearwalls were obtained using the SAWS computer program ͑Filiatrault and Folz 2002͒which models each shearwall using the hysteresis model shown inTable 3.Linear Regression Parameters for Calibration Parameter,Ultimate Deformation Capacity,and Equivalent Yield Strength Essentially Making Damage Model MechanisticDamageindicator ͑DI ͒Damage model parameter ␺⌬u ͑mm ͒F ey ͑kN ͒a b a b a b Corner nail pullout −0.00252 1.290.282121.3−0.15938.46Sheathing separation at midheight0.00262−0.1750.282121.3−0.15938.46Fig.4.Two damage indicators ͑DI ͒used in shearwall damage modelD o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .Fig.5.In order to model the shearwalls tested at OSU,the walls were “layered”on top of one another numerically in the model following the approach used by Rosowsky and Kim ͑2001͒.In other words,the shearwall coordinates were defined identically and only the OSB and gypsum wall board ͑GWB ͒hysteretic pa-rameters differed.Table 4presents the hysteretic parameters,identified in Fig.5,used in the dynamic analysis model.Damage Description Based on IDAIn order to predict the damage caused by the earthquake records described earlier,one can apply a relatively new method known as an IDA ͑Vamvatsikos and Cornell 2001͒.For purposes of this study only a single-record IDA will be employed.To perform an IDA,one simply successively scales an earthquake record based on spectral scaling ͑or simply peak ground acceleration ͒and then applies each scaled record to the nonlinear structural model.The plot of the ground motion description,in terms of spectral accel-eration ͑or PGA ͒,versus a structural quantity or DI is a single-record IDA curve.Vamvatsikos and Cornell ͑2001͒define a single-record IDA study as “a dynamic analysis study of a given structural model parameterized by the level of the given ground motion time history.”As one can discern,the IDA is an accelo-gram and structural model specific curve,thus as with the damage model itself,some additional modeling uncertainty may be intro-duced into the prediction.One can then,for example,determine what spectral accelera-tion produces a predefined level of damage based on the model.Quantities such as interstory drift have also been used,primarily for integration into existing performance-based seismic design and reliability calculations ͓see e.g.,Cornell et al.͑2000͔͒,which typically use a transient drift “rule”to indicate failure.At this point in the predictive analysis it is important to point out several assumptions and discrepancies that existed between the calibrated damage model,the shearwalls tested at OSU,and the dynamic modeling procedure.The assumptions/discrepancies that were present were addressed in the following ways:͑1͒The dynamic test results used to originally calibrate the damage model were for wood shearwalls with studs spaced 406mm ͑16in.͒on center,while the shearwalls tested at OSU had studs spaced at 610mm ͑24in.͒on center.The discrepancy was neglected in the predictive analysis due to the fact that nails on the interior studs do not carry a significant amount of load.In fact some approxi-mate deflection models neglect their contribution entirely ͑e.g.,Easley et al.1982͒.͑2͒The shearwalls tested at OSU had GWB on one side,while the shearwalls used to calibrate the damage model did not.The assumption was made that since the damage measure,D ,is a function of the deformation and hysteretic energy dissipated,predictions can still be made about the damage on the OSB side of the shearwall provided the responses are calculated using a model with GWB on one side.Thus,no predictions are offered for the GWB side of the shearwall.While these assump-tions were made it is important to point out that the most critical design parameters,namely panel exterior nail spacing and nail type,were nominally identical.IDA ObservationsFig.6shows IDA curves for the three earthquakes used in the experimental investigation.In this case the maximum transient drift at the top of the shearwall is plotted versus spectral accel-eration.Recall that the earthquakes were scaled using common spectral scaling resulting in the PGAs shown in Table 5.OneTable 4.Hysteresis Parameters for OSB and GWB Portions of Layered Wood Shearwall Model Hysteretic parametersK 0͑kN/mm ͒R 1R 2R 3R 4F 0͑kN ͒F 1͑kN ͒⌬u ͑kN ͒␣␤OSB a 2.630.062−0.062 1.270.03520.42 3.7837.820.76 1.09GWBb0.4550.029−0.017 1.000.00515.83 3.56609.60.80 1.10aParameters computed using CASHEW ͑Folz and Filiatrault 2001a,b ͒based on hysteretic parameters for an 8d box,gun driven nail.bParameters from SAWS final report ͑Filiatrault and Folz 2002͒.Note that these parameters are for a shearwall with studs spaced 406mm ͑16in.͒instead of 610mm ͑24in.͒.Fig.5.Hysteretic oscillator used in SAWS ͓Filiatrault and Folz ͑2002͒,ASCE͔Fig.6.IDA curves using maximum transient driftD o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .objective of spectral scaling is to provide a commonality,i.e.,reference,for different earthquakes in the design of a structure having a certain fundamental period of vibration.Interestingly,what we notice here is that the response of the linear oscillator during the spectral scaling procedure between 0.1and 0.3s re-quires a lower PGA for SE03to produce the same average pseudoacceleration as SE07and SE13over that period range.However,when the spectral acceleration at exactly T n =0.2405s ͑the fundamental period of the walls being analyzed ͒is intro-duced to successively scale the earthquake acceleration records for the IDA curves,there is a significant discrepancy in their PGA.This is apparent in the third column of Table 5.This par-ticular observation further highlights the structure ͑and accelo-gram ͒specific nature of IDA.In other words it should be noted that this is not a weakness within the IDA procedure,but simply demonstates the effect of using “first mode”spectral scaling.The same type of variations exist in the distribution of PGAs for a site-specific suite of ground motions.Damage PredictionBased on the maximum transient drifts ͑⌬m ͒in Table 5one can see that these are well below the 1%FEMA drift limit ͑24mm ͒for serviceability-related damage.However,as was outlined ear-lier and has been observed for many decades,damage to struc-tures during earthquakes is often due to the cycling effect.Thus,the damage model described in Eq.͑1͒can also be used to de-velop IDA curves.In order to predict the extent of the damage to the walls tested by the OSU team,one can follow the right side of the flowchart in Fig.1.The nonlinear oscillator model in Fig.5is applied and the hysteresis recorded for a scaled earthquake record.The hysteresis is used as input to the unknown maximum deformation and energy dissipated in Eq.͑2͒,knowing only the nominal design of the shearwall including the nail spacing.The DM is computed for each of the values plotted versus the spectral acceleration of the excitation earthquake.The process was re-peated for an array of spectral acceleration values ranging from near zero to approximately 1.5g .The IDA curves for SE03,SE07,and SE13are presented in Figs.7͑a–c ͒,respectively.Table 5also presents the values of theDM for each limit state calculated by applying Eq.͑2͒to each computed hysteresis.For example,identifying the DM for corner nail pullout on Fig.7͑a ͒as 0.58and tracing vertically to the solid IDA curve,one can see that the spectral acceleration value is approximately 0.57g ,which matches the value in Table 5.Finally,in order to develop a qualitative damage description the amount of damage is assumed to vary according to a simple power law.This can be expressed as⌬corner =͓DM ͔calculatedq ͓DM ͔calibrated͑⌬DI ͒͑3͒where ͓DM ͔calculated ϭvalue determined from the numerical hyster-esis;͓DM ͔calibrated =value used for calibration of the damage indi-cator ͑typically unity ͒;q =power;and ⌬DI =value of the damage indicator used to calibrate the DM.In the present analysis,nail pullout was defined as occurring somewhere between 6.3mm ͑1/4in.͒and 12.7mm ͑1/2in.͒,based on observations made during the tests by de Melo e Silva ͑2003͒,thus ⌬DI was set equal to both these values in order to provide a range.Substituting ͓DM ͔calculated =0.58for the SE03analysis from Table 5,͓DM ͔calibrated =1.0,⌬DI =6.35,12.7mm,and q was set equal to 3͑based on experience ͒,yields two values that serve as a range for the nail pullout,⌬corner ; 1.24mm ͑0.049in.͒ഛ⌬corner ഛ2.5mm ͑0.098in.͒.Of course,there is some level of subjectivity at this stage,this 1.6mm ͑1/16in.͒was selected as the prediction for corner nail pullout.Similarly,for sheathing separation the prediction was ⌬sheathing =0.013mm,so it was predicted that no sheathing separation occurred.It is important to note that although the DM approach was mechanis-tic,when the DM exceeded unity,the maximum response was incorporated based on experience since this was beyond the cali-brated range.Finally,comparing the rightmost column in Table 5with the rightmost column in Table 2one can see that the damage descrip-tions are adequate,but certainly not perfect.The SE03predictions were by far the best,and the ranking of which earthquake record most severely damaged the walls was good.The OSU observa-tions were that SE07and SE13damaged the walls approximately the same amount,while the CSU qualitative damage descriptionTable 5.Shearwall Model Response and Damage Descriptions Prepared by CSU TeamEarthquake properties Prediction summaryMaximum response Damage measureRecord ID S a ͑g ͒PGA ͑g ͒F max ͑kN ͒⌬m ͑mm ͒Corner nail pulloutMidheight separation of OSB from framingBlind damage descriptionSE030.570.22513.617.80.580.16Very little damage,corner nail barely pulled out,i.e.,ϳ1.6mm.No sheathing separation from framing atmidheight.Nails connecting OSB and framing on center studs appear intact.SE070.930.28319.9716.8Ͼ2 1.14Significantly more damage that SE03record,corner nail worked out at least 6.5mm.Sheathing separation atmidheight visible but not significant,approximately 1.6mm.Heads of nails attaching OSB at midheight starting to pull out,just barely.SE130.920.28022.2818.8Ͼ20.79Largest deformation response,not as much damage as SE07but more than SE03.Corner nail pulled out approximately 6.5mm and sheathing separation at midheight visible but not more than 1/16in.,1.6mm.D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y N A N J I N G U N I VE R S I T Y OF o n 05/27/13. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .。

高一英语地球科学单选题50题

高一英语地球科学单选题50题1. In a science research on the Earth, the part of the Earth that is closest to the surface and consists of solid rocks is called _.A. mantleB. crustC. coreD. magma答案:B。

解析:“crust”指的是地壳,是地球最接近表面且由坚硬岩石组成的部分。

“mantle”是地幔,位于地壳之下;“core”是地核,是地球的中心部分;“magma”是岩浆,并非最接近地球表面的部分,所以正确答案是B。

2. Scientists believe that the _ is mainly composed of iron and nickel.A. crustB. mantleC. outer coreD. lithosphere答案:C。

解析:外核(outer core)主要由铁和镍组成。

地壳(crust)主要是岩石组成;地幔(mantle)成分与外核不同;岩石圈(lithosphere)包含地壳和上地幔顶部,其成分不是主要为铁和镍,所以C正确。

3. During the popular science lecture, it was mentioned that the _ is a semi - fluid layer between the crust and the core.A. magmaC. inner coreD. asthenosphere答案:B。

解析:地幔(mantle)是位于地壳和地核之间的半流体层。

岩浆(magma)是存在于地幔上部等部分的熔融物质,不完全等同于地幔;内核对 inner core)不是地壳和地核之间的层;软流圈asthenosphere)是地幔中的一部分,不如地幔这个概念全面,所以答案是B。

  1. 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
  2. 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
  3. 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。

a r X i v :h e p -t h /0107170v 1 20 J u l 2001The Woods-Saxon Potential in the Dirac EquationPiers KennedyCentre for Theoretical Physics,University of Sussex,Brighton BN19QJ,UKemail:kapv4@The two-component approach to the one-dimensional Dirac equation is applied to the Woods-Saxon potential.The scattering and bound state solutions are derived and the conditions for a transmission resonance (when the transmission coefficient is unity)and supercriticality (when the particle bound state is at E =−m )are then derived.The square potential limit is discussed.The recent result that a finite-range symmetric potential barrier will have a transmission resonance of zero-momentum when the corresponding well supports a half-bound state at E =−m is demonstrated.INTRODUCTIONThere is a well-known theorem for low momentum scattering in the Schr¨o dinger equation in one-dimension by an even potential well [1],[2]:as momentum k tends to zero,the reflection coefficient L (k )tends to unity unless the potential V (x )supports a zero energy resonance [3].In this case L (k )→0and correspondingly the transmission coefficient T (k )→1.Bohm [4]calls this a transmission resonance.Recently we [5]have generalised this result to the Dirac equation.Since the Dirac equation covers anti-particle scattering as well as particle scattering,the generalisation gives two distinct results since the k →0limit in the Dirac equation corresponds both to particle states where the energy E =m and anti-particle states where E =−m and m is the particle mass.The result that anti-particles can have transmission resonances when they scatter offpotential wells is equivalent to particles having transmission resonances when scattering offpotential barriers.This is itself related to the result on barrier penetration found by Klein [6]and now called the Klein Paradox.Our result [5]shows that transmission resonances at k =0in the Dirac equation occur for a potential barrier V =U c (x )when the corresponding potential well V =−U c (x )just supports a bound state at E =−m :this is called a supercritical state.While transmission resonances for a square barrier in the Dirac equation have been known for some time [7]and their relationship to supercritical states for a square well was pointed out more recently [8]we are not aware of any other analytic solution of the Dirac equation for which they can be demonstrated.Nevertheless Dosch et al [9]showed in 1971that a transmission resonance does exist for the Woods-Saxon potential,which is a smoothed out form of the square well/barrier.In this note,we take this example further.We solve the Dirac equation for the Woods-Saxon potential well to demonstrate the supercritical states and we find complete solutions for the reflection and transmission amplitudes for scattering offa Woods-Saxon potential barrier.We then are able to demonstrate the correspondence between the supercritical states and the transmission resonances analytically.We also consider the limit where the Woods-Saxon potential becomes a square well/barrier.THE ONE PARTICLE DIRAC EQUATION IN ONE DIMENSIONIn the one-dimensional Dirac equation,solutions can be greatly simplified by adopting a two-component approach;both the positive and negative energy solution states are retained without the added complication of spin.Starting with the relativistic free particle Dirac equation (¯h =c =1):(i γµ∂dx −(E −V (x ))σz +m 1)ψ(x )=0(2)The four-spinor,ψ,is decomposed into two spinors,u 1and u 2,so thatψ(x )= u 1(x )u 2(x )(3)Thus the problem is to solve the coupled differential equations:u′1=−(m+E−V(x))u2(x)u′2=−(m−E+V(x))u1(x)(4) Following a similar procedure to that used by Fl¨u gge[10],introduce the following combinationsφ(x)=u1(x)+iu2(x),χ(x)=u1(x)−iu2(x)(5) Substituting these into(4)and re-arranging gives:φ′(x)=−imχ(x)+i(E−V(x))φ(x)(6)χ′(x)=imφ(x)−i(E−V(x))χ(x)(7) The two components,φ(x)andχ(x),satisfy:φ′′(x)+[(E−V(x))2−m2+iV′(x)]φ(x)=0(8)χ′′(x)+[(E−V(x))2−m2−iV′(x)]χ(x)=0(9) In the following the full solutions forφ(x)will be presented.In order to establishχ(x),use will be made of(6).THE WOODS-SAXON POTENTIALThe Woods-Saxon potential is defined asV(x)=W θ(−x)1+e a(x−L) (10)with W real and positive for a barier or negative for a well;a and L are real and positive.θ(x)is the Heaviside step function.-2L-L L2L xV(x)WFIG.1.The Woods-Saxon potential barrier for L=10with a=5(solid line)and a=0.5(dotted line).At this stage it is worth mentioning that we will be interested in potentials where aL≫1;from the abovefigure it can be seen that,for this condition,the potential has a less pronounced cusp at x=0-the potential now closely resembles a square barrier with smooth walls.As stated in[9]this does not introduce any essential physical restriction on the problem and is significant only in that it allows exact solutions to be established(albeit in an approximation).SCATTERING STATESFirst,consider the scattering solutions for x<0with|E|>m.On making the substitution y=−e−a(x+L), equation(8)becomesa2y ddy +E−W(1−y)2 φL=0(11)Splitting offfitting powers of y and(1−y)by settingφL=yµ(1−y)−λf(y)and substituting into the above equation reduces it to the hypergeometrical equationy(1−y)f′′(y)+[(1+2µ)−y(1+2µ−2λ)]f′(y)−[(µ−ν−λ)(µ+ν−λ)]f(y)=0(12) where the primes denote derivatives with respect to y and the following abbreviations have been usedµ=ipa,λ=iWΓ(b)Γ(c−a)(−y)−a+Γ(c)Γ(a−b)im[i(E−V(x))φ(x)−φ′(x)](18) Substituting equation(17)into the above gives uslimx→−∞χL(x)=A E−k m e−ik(x+L)(19) where in both casesA=D1Γ(1−2µ)Γ(−2ν)Γ(µ−ν−λ)Γ(1+µ−ν+λ)e iπµ(20)andB=D1Γ(1−2µ)Γ(2ν)Γ(µ+ν−λ)Γ(1+µ+ν+λ)e iπµ(21)The choice of combinations of the wave function components(5)can be re-written:u1(x)=12i(φ(x)−χ(x))(22)Upon substitution of equations(17)and(19)into the above it can be seen that the wave function,ψ(x),comprises of an incident and reflected wave far to the left of the barrier which is the desired form to establish reflection and transmission amplitudes.Now consider the solutions for x>0.The analysis will differ slightly from[9]by making a more appropriate substitution to lead to the desired transmitted wave function far to the right of the barrier.This substitution will also lead to the correct wave functions when the bound state solutions are considered.On choosing z−1=1+e a(x−L), equation(8)becomesa2z(1−z)ddz +[(E−W z)2−m2−iaz(1−z)W]φR=0(23)PuttingφR=z−ν(1−z)−µg(z)and substituting into the above gives the hypergeometrical equation z(1−z)g′′(z)+[(1−2ν)−z(2−2µ−2ν)]g′(z)−[(1−µ−ν−λ)(−µ−ν+λ)]g(z)=0(24) The general solution to the above isg(z)=d12F1(1−µ−ν−λ,−µ−ν+λ,1−2ν;z)+d2z2ν2F1(1−µ+ν−λ,−µ+ν+λ,1+2ν;z)(25) SoφR=d1z−ν(1−z)−µ2F1(1−µ−ν−λ,−µ−ν+λ,1−2ν;z)+d2zν(1−z)−µ2F1(1−µ+ν−λ,−µ+ν+λ,1+2ν;z)(26) Also as x→∞,z→0and z−ν→e ik(x−L).Therefore in order to have a plane wave travelling to the right as x→∞, d2=0.SoφR=d1z−ν(1−z)−µ2F1(1−µ−ν−λ,−µ−ν+λ,1−2ν;z)(27) andlimx→∞φR=d1e−ikL e ikx(28) whilst the other componentlimx→∞χR=d1 E−kΓ(1+µ−ν−λ)Γ(µ−ν+λ)+d1e aµx e−aLµΓ(−2µ)Γ(1−2ν)Γ(c−a)Γ(c−b)2F1(a,b,a+b−c+1;1−z)+ (1−z)c−a−bΓ(c)Γ(a+b−c)Comparing the coefficients of e ±aµx and eliminating d 1givesD 2Γ(−2µ)Γ(1+µ−ν−λ)Γ(µ−ν+λ)(33)The electrical current density for the one-dimensional equation (2)is defined asj =2|φ(x )|2−|χ(x )|2 where use has been made of the choice of combinations for the wave functions (5).The current as x →−∞is j L =j in −j refl where j in is the incident current and j refl is the reflected current.Similarly as x →∞we have that the current j R =j trans where j trans is the transmitted current.Substituting equations (17),(19),(28)and (29)into(34)we find thatj L =|A |2km 2(E +k )j R =|d 1|2k j in=|B |2E −k ,T =j trans |A |2(36)we obtain the unitarity condition:R +T =1(37)For the purpose of comparison with [9]the following expressions for the reflection and transmission amplitudes are useful :r = m +E +k A,t =e −2ikLd 1Ω(m +E +k )B (2ν,−µ−ν−λ)B (−2µ,µ+ν−λ)B (−2µ,µ−ν−λ) (39)whereΩ=1−e4aLµ (µ+ν)2−λ2B 2(−2µ,µ−ν−λ)(40)and B (a,b )=Γ(a )Γ(b )Ω (µ+ν)2−λ2Γ2(−2µ)Γ2(−2ν)(41)Using equations (39)and (41),the unitary condition (37)can be established;the algebra is quite involved and some care must be taken for the two cases where p is real and imaginary.mW -m E 01T E -m E +mW 01TFIG.2.The transmission coefficient for the relativistic Woods-Saxon potential barrier.The left hand plot illustrates T for varying energy,E ,with L =10,a =5,m =0.4and W =1.2.The right hand plot is for varying barrier height,W ,with L =10,a =5,m =0.2and E =2m .Both plots illustrate the tunnelling without reflection predicted by Dosch,Jensen and M¨u ller.In order to establish the condition for a transmission resonance,T =1,to occur,it is more convenient to look at the reflection amplitude for r =0.In this instance,only the square-bracketed term on the right of (41)needs to be considered;although poles of the gamma-functions could make r zero,µ,νand λare all purely imaginary for energies in the Klein range and do not give the negative integer required for this to happen.Consequently,transmission resonances occur when1−e 4ipL B (2µ,−µ−ν+λ)B (2µ,−µ+ν+λ)dy y (1−y )dφLa ,κ=m 2−E 2,γ=ip ′Once again,in order tofind the energy eigenvlaues these two wave functions must be matched at x=0where both y,z→1(aL≫1).By making use of the continuation formula(32)the componentφcan be writtenφL→A′e−γax e−γaL Γ(−2γ)Γ(1+2σ)Γ(1+γ+σ−λ)Γ(γ+σ+λ)(49)andφR→B′e−γax eγaL Γ(2γ)Γ(1+2σ)Γ(1−γ+σ−λ)Γ(−γ+σ−λ)(50)Comparing terms in e±γax and eliminating A′and B′ultimately leads toB(−2γ,γ+σ−λ)2(σ+γ)2−λ2(51) SoB(−2γ,γ+σ−λ)(σ−γ)2−λ2ap c,p2c=W2−2mW(53) the energy eigenvalue equation(51)becomesB(−2γc,γc−λ)2SQUARE WELL LIMIT:BOUND STATESUsingB(a,b)= a+b a B(a+1,b+1)(55) wefind thatB(∓2γ,±γ+σ∓λ)=∓(∓γ+σ∓λ)(1∓γ+σ∓λ)B(2γ,−γ+σ+λ)→−(−γ+σ−λ)(−γ+σ+λ)(σ+γ)2−λ2=(κ−ip′)2+W22mW −iκp′p′2−κ2−W2(60) which after much laborious algebra gives for the even solutionstan p′L=mW+κ2−EW(m−E)(E+W+m)κp′=− (m−E)(E+W+m)(62) (these are precisely the equations for even and odd bound states in the square well[8]with W=V).ZERO MOMENTUM RESONANCES AND SUPERCRITICALITYIt wasfirst pointed out in[13]that the conditions for supercriticality and zero-momentum resonances were the same for the square,Gaussian and Woods-Saxon potentials.Indeed for the square potential well,V(x),where V(x)=0 for|x|≥a and V(x)=−U≤0for|x|<a,the condition for supercriticality is2p′a=Nπwhere p′2=U2−2mU [11].The Dirac equation(4)is invariant under charge conjugation:that is to say under the transformationE→−E U→−U u1→u2u2→u1(63) Consequently the condition for a supercritical particle at E=−m in a square well is the same as that for a supercritical antiparticle at E=m in a square barrier.It can also be shown that for a transmission resonance to occur,2pa=Nπwhere p2=(E−V)2−m2=k2+V2−2V E.In the zero-momentum limit,k→0,this is seen to be identical to the condition for a supercritical antiparticle.In other words when a potential well offinite range is strong enough to contain a supercritical state,then a particle of arbitrarily small momentum will be able to tunnel right throughthe potential barrier created by inverting the well without reflection[5].From(42),the condition for a transmission resonance to occur for the Woods-Saxon potential isB(−2µ,µ+ν−λ)B(−2µ,µ−ν−λ)e4ipL=(65)B(2γc,−γc+λ)2As expected,this is precisely the condition required for the potential barrier to be supercritical(54)once the‘flip-ping’procedure on the potential well as described above is considered.The components of the zero-momentum resonance/half-bound state wave function,ψ(x),can be plotted and have the following appearance:FIG.4.The upper(left)and lower(right)components of thefirst zero momentum wave function for the supercritical Woods-Saxon potential barrier where a=10,L=2,m=1and W=2.274.Comparison with the zero momentum wave functions for the square and Gaussian barriers[5]highlights the existence of two turning points which occur in the top component of the wave function for the smooth Gaussian potential only. Once again these correspond to the points±x K where V(±x K)=E+m=2m at zero momentum and are not manifest for the square barrier whose walls are discontinuous.ACKNOWLEDGEMENTThe author wishes to thank Professor Norman Dombey for many helpful discussions and suggested improvements to the paper.。

相关文档
最新文档