三层框架教学楼外文翻译
建筑结构中英文翻译

Aacceptable quality:合格质量acceptance lot:验收批量aciera:钢材admixture:外加剂against slip coefficient between friction surface of high-strength bolted connection:高强度螺栓摩擦面抗滑移系数aggregate:骨料air content:含气量air-dried timber:气干材allowable ratio of height to sectional thickness of masonry wall or column:砌体墙、柱容许高厚比allowable slenderness ratio of steel member:钢构件容许长细比allowable slenderness ratio of timber compression member:受压木构件容许长细比allowable stress range of fatigue:疲劳容许应力幅allowable ultimate tensile strain of reinforcement:钢筋拉应变限值allowable value of crack width:裂缝宽度容许值allowable value of deflection of structural member:构件挠度容许值allowable value of deflection of timber bending member:受弯木构件挠度容许值allowable value of deformation of steel member:钢构件变形容许值allowable value of deformation of structural member:构件变形容许值 allowable value of drift angle of earthquake resistantstructure:抗震结构层间位移角限值amplified coefficient of eccentricity:偏心距增大系数anchorage:锚具anchorage length of steel bar:钢筋锚固长度approval analysis during construction stage:施工阶段验算arch:拱arch with tie rod:拉捍拱arch—shaped roof truss:拱形屋架area of shear plane:剪面面积area of transformed section:换算截面面积aseismic design:建筑抗震设计assembled monolithic concrete structure:装配整体式混凝土结构automatic welding:自动焊接auxiliary steel bar:架立钢筋Bbackfilling plate:垫板balanced depth of compression zone:界限受压区高度balanced eccentricity:界限偏心距bar splice:钢筋接头bark pocket:夹皮batten plate:缀板beam:次梁bearing plane of notch:齿承压面(67)bearing plate:支承板(52)bearing stiffener:支承加劲肋(52)bent-up steel bar:弯起钢筋(35)block:砌块(43)block masonry:砌块砌体(44)block masonry structure:砌块砌体结构(41)blow hole:气孔(62)board:板材(65)bolt:螺栓(54)bolted connection:(钢结构)螺栓连接(59)bolted joint:(木结构)螺栓连接(69)bolted steel structure:螺栓连接钢结构(50)bonded prestressed concrete structure:有粘结预应力混凝土结构(24)bow:顺弯(71)brake member:制动构件(7)breadth of wall between windows:窗间墙宽度(46)brick masonry:砖砌体(44)brick masonry column:砖砌体柱(42)brick masonry structure:砖砌体结构(41)brick masonry wall:砖砌体墙(42)broad—leaved wood:阔叶树材(65)building structural materials:建筑结构材料(17)building structural unit:建筑结构单元(building structure:建筑结构(2built—up steel column:格构式钢柱(51bundled tube structure:成束筒结构(3burn—through:烧穿(62butt connection:对接(59butt joint:对接(70)butt weld:对接焊缝(60)Ccalculating area of compression member:受压构件计算面积(67)calculating overturning point:计算倾覆点(46)calculation of load-carrying capacity of member:构件承载能力计算(10)camber of structural member:结构构件起拱(22)cantilever beam :挑梁(42)cap of reinforced concrete column:钢筋混凝土柱帽(27)carbonation of concrete:混凝土碳化(30)cast-in—situ concrete slab column structure :现浇板柱结构cast-in—situ concrete structure:现浇混凝土结构(25)cavitation:孔洞(39)cavity wall:空斗墙(42)cement:水泥(27)cement content:水泥含量(38)cement mortar:水泥砂浆(43)characteriseic value of live load on floor or roof:楼面、屋面活荷载标准值(14)characteristi cvalue o fwindload:风荷载标准值(16)characteristic value of concrete compressivestrength:混凝土轴心抗压强度标准值(30)characteristic value of concrete tensile strength:混凝土轴心抗拉标准值(30)characteristic value of cubic concrete compressivestrength:混凝土立方体抗压强度标准值(29)characteristic value of earthquake action:地震作用标准值(16)characteristic value of horizontal crane load:吊车水平荷载标准值(15) characteristic value of masonry strength:砌体强度标准值(44)characteristic value of permanent action·:永久作用标准值(14)characteristic value of snowload:雪荷载标准值(15)characteristic value of strength of steel:钢材强度标准值(55)characteristic value of strength of steel bar:钢筋强度标准值(31)characteristic value of uniformly distributed live load:均布活标载标准值(14)characteristic value of variable action:可变作用标准值(14)characteristic value of vertical crane load:吊车竖向荷载标准值(15) charaeteristic value of material strength:材料强度标准值(18)checking section of log structural member·,:原木构件计算截面(67)chimney:烟囱(3)circular double—layer suspended cable:圆形双层悬索(6)circular single—layer suspended cable:圆形单层悬索(6)circumferential weld:环形焊缝(60)classfication for earthquake—resistance of buildings·:建筑结构抗震设防类别(9)clear height:净高(21)clincher:扒钉(?0)coefficient of equivalent bending moment of eccentrically loadedsteel memher(beam-column) :钢压弯构件等效弯矩系数(58)cold bend inspection of steelbar:冷弯试验(39)cold drawn bar:冷拉钢筋(28)cold drawn wire:冷拉钢丝(29)cold—formed thin—walled sectionsteel:冷弯薄壁型钢(53)cold-formed thin-walled steel structure·‘:冷弯薄壁型钢结构(50)cold—rolled deformed bar:冷轧带肋钢筋(28)column bracing:柱间支撑(7)combination value of live load on floor or roof:楼面、屋面活荷载组合值(15)compaction:密实度(37)compliance control:合格控制(23)composite brick masonry member:组合砖砌体构件(42)composite floor system:组合楼盖(8)composite floor with profiled steel sheet:压型钢板楼板(8)composite mortar:混合砂浆(43)composite roof truss:组合屋架(8)compostle member:组合构件(8)compound stirrup:复合箍筋(36)compression member with large eccentricity·:大偏心受压构件(32)compression member with small eccentricity·:小偏心受压构件(32)compressive strength at an angle with slope of grain:斜纹承压强度(66) compressive strength perpendicular to grain:横纹承压强度(66)concentration of plastic deformation:塑性变形集中(9)conceptual earthquake—resistant design:建筑抗震概念设计(9)concrete:混凝土(17)concrete column:混凝土柱(26)concrete consistence:混凝土稠度(37)concrete floded—plate structure:混凝土折板结构(26)concrete foundation:混凝土基础(27)concrete mix ratio:混凝土配合比(38)concrete wall:混凝土墙(27)concrete-filled steel tubular member:钢管混凝土构件(8)conifer:针叶树材(65)coniferous wood:针叶树材(65)connecting plate:连接板(52)connection:连接(21)connections of steel structure:钢结构连接(59)connections of timber structure:木结构连接(68)consistency of mortar:砂浆稠度(48)constant cross—section column:等截面柱(7)construction and examination concentrated load:施工和检修集中荷载(15) continuous weld:连续焊缝(60)core area of section:截面核芯面积(33)core tube supported structure:核心筒悬挂结构(3)corrosion of steel bar:钢筋锈蚀(39)coupled wall:连肢墙(12)coupler:连接器(37)coupling wall—beam :连梁(12)coupling wall—column...:墙肢(12)coursing degree of mortar:砂浆分层度(48)cover plate:盖板(52)covered electrode:焊条(54)crack:裂缝(?0)crack resistance:抗裂度(31)crack width:裂缝宽度(31)crane girder:吊车梁(?)crane load:吊车荷载(15)creep of concrete:混凝土徐变(30)crook:横弯(71)cross beam:井字梁(6)cup:翘弯curved support:弧形支座(51)cylindrical brick arch:砖筒拱(43)Ddecay:腐朽(71)decay prevention of timber structure:木结构防腐(70)defect in timber:木材缺陷(70)deformation analysis:变形验算(10)degree of gravity vertical for structure or structuralmember·:结构构件垂直度(40)degree of gravity vertical forwall surface:墙面垂直度(49)degree of plainness for structural memer:构件平整度(40)degree of plainness for wall surface:墙面平整度(49)depth of compression zone:受压区高度(32)depth of neutral axis:中和轴高度(32)depth of notch:齿深(67)design of building structures:建筑结构设计(8)design value of earthquake-resistant strength ofmaterials:材料抗震强度设计值(1design value of load—carrying capacity of members·:构件承载能力设计值(1designations 0f steel:钢材牌号(53designvalue of material strength:材料强度设计值(1destructive test:破损试验(40detailing reintorcement:构造配筋(35detailing requirements:构造要求(22diamonding:菱形变形(71)diaphragm:横隔板(52dimensional errors:尺寸偏差(39)distribution factor of snow pressure:屋面积雪分布系数dogspike:扒钉(70)double component concrete column:双肢柱(26)dowelled joint:销连接(69)down-stayed composite beam:下撑式组合粱(8)ductile frame:延性框架(2)dynamic design:动态设计(8)Eearthquake-resistant design:抗震设计(9:earthquake-resistant detailing requirements:抗震构造要求(22)effective area of fillet weld:角焊缝有效面积(57)effective depth of section:截面有效高度(33)effective diameter of bolt or high-strength bolt·:螺栓(或高强度螺栓)有效直径(57)effective height:计算高度(21)effective length:计算长度(21)effective length of fillet weld:角焊缝有效计算长度(48)effective length of nail:钉有效长度(56)effective span:计算跨度(21)effective supporting length at end of beam:梁端有效支承长度(46) effective thickness of fillet weld:角焊缝有效厚度(48)elastic analysis scheme:弹性方案(46)elastic foundation beam:弹性地基梁(11)elastic foundation plate:弹性地基板(12)elastically supported continuous girder·:弹性支座连续梁(u)elasticity modulus of materials:材料弹性模量(18)elongation rate:伸长率(15)embeded parts:预埋件(30)enhanced coefficient of local bearing strength ofmaterials·:局部抗压强度提高系数(14)entrapped air:含气量(38)equilibrium moisture content:平衡含水率(66)equivalent slenderness ratio:换算长细比(57)equivalent uniformly distributed live load·:等效均布活荷载(14)etlectlve cross—section area of high-strength bolt·:高强度螺栓的有效截面积(58)ettectlve cross—section area of bolt:螺栓有效截面面积(57)euler’s critical load:欧拉临界力(56)euler’s critical stress:欧拉临界应力(56)excessive penetration:塌陷(62)Ffiber concrete:纤维混凝仁(28)filler plate:填板门2)fillet weld:角焊缝(61)final setting time:终凝时间()finger joint:指接(69)fired common brick:烧结普通砖(43)fish eye:白点(62)fish—belly beam:角腹式梁(7)fissure:裂缝(?0)flexible connection:柔性连接(22)flexural rigidity of section:截面弯曲刚度(19)flexural stiffness of member:构件抗弯刚度(20)floor plate:楼板(6)floor system:楼盖(6)four sides(edges)supported plate:四边支承板(12)frame structure:框架结构(2)frame tube structure:单框筒结构(3)frame tube structure:框架—简体结构(2)frame with sidesway:有侧移框架(12)frame without sidesway:无侧移框架(12)frange plate:翼缘板(52)friction coefficient of masonry:砌体摩擦系数(44) full degree of mortar at bed joint:砂浆饱满度(48) function of acceptance:验收函数(23)Ggang nail plate joint:钉板连接()glue used for structural timberg:木结构用胶glued joint:胶合接头glued laminated timber:层板胶合木(¨)glued laminated timber structure:层板胶合结构‘61) grider:主梁((㈠grip:夹具grith weld:环形焊缝(6÷))groove:坡口gusset plate:节点板(52)Hhanger:吊环hanging steel bar:吊筋heartwood :心材heat tempering bar:热处理钢筋(28)height variation factor of wind pressure:风压高度变化系数(16) heliral weld:螺旋形僻缝high—strength bolt:高强度螺栓high—strength bolt with large hexagon bea:大六角头高强度螺栓high—strength bolted bearing type join:承压型高强度螺栓连接, high—strength bolted connection:高强度螺栓连接high—strength bolted friction—type joint:摩擦型高强度螺栓连接 high—strength holted steel slsteel structure:高强螺栓连接钢结构 hinge support:铰轴支座(51)hinged connection:铰接(21)hlngeless arch:无铰拱(12)hollow brick:空心砖(43)hollow ratio of masonry unit:块体空心率(46)honeycomb:蜂窝(39)hook:弯钩(37)hoop:箍筋(36)hot—rolled deformed bar:热轧带肋钢筋(28)hot—rolled plain bar:热轧光圆钢筋(28)hot-rolled section steel:热轧型钢(53)hunched beam:加腋梁(?)Iimpact toughness:冲击韧性(18)impermeability:抗渗性(38)inclined section:斜截面(33)inclined stirrup:斜向箍筋(36)incomplete penetration:未焊透(61)incomplete tusion:未溶合(61)incompletely filled groove:未焊满(61)indented wire:刻痕钢丝(29)influence coefficient for load—bearing capacity of compression member:受压构件承载能力影响系数(46)influence coefficient for spacial action :空间性能影响系数(46) initial control:初步控制(22)insect prevention of timber structure:木结构防虫(?o)inspection for properties of glue used in structuralmember:结构用胶性能检验(71)inspection for properties of masnory units:块体性能检验(48)inspection for properties of mortar:砂浆性能检验(48)inspection for properties of steelbar:钢筋性能检验(39)integral prefabricated prestressed concrete slab—columnstructure:整体预应力板柱结构(25)intermediate stiffener:中间加劲肋(53)intermittent weld:断续焊缝(60)Jjoint of reinforcement:钢筋接头(35)Kkey joint:键连接(69)kinetic design:动态设计(8)knot:节子(木节)(70)Llaced of battened compression member:格构式钢柱(51)lacing and batten elements:缀材(缀件)(51)lacing bar:缀条(51)lamellar tearing:层状撕裂(62)lap connectlon:叠接(搭接)(59)lapped length of steel bar:钢筋搭接长度(36)large pannel concrete structure:混凝土大板结构(25)large-form cocrete structure:大模板结构(26)lateral bending:侧向弯曲(40)lateral displacement stiffness of storey:楼层侧移刚度(20)lateral displacement stiffness of structure·:结构侧移刚度(20)lateral force resistant wallstructure:抗侧力墙体结构(12)leg size of fillet weld:角焊缝焊脚尺寸(57)length of shear plane:剪面长度(67)lift—slab structure:升板结构(25)light weight aggregate concrete:轻骨料混凝土(28)limit of acceptance:验收界限(23)limitimg value for local dimension of masonrystructure·:砌体结构局部尺寸限值(47)limiting value for sectional dimension:截面尺寸限值(47)limiting value for supporting length:支承长度限值(47)limiting value for total height of masonry structure·:砌体结构总高度限值(47)linear expansion coeffcient:线膨胀系数(18)lintel:过梁(7)load bearing wall:承重墙(7)load-carrying capacity per bolt:单个普通螺栓承载能力(56)load—carrying capacity per high—strength holt:单个高强螺桂承载能力(56)load—carrying capacity per rivet:单个铆钉承载能力(55)log:原木(65)log timberstructure:原木结构(64)long term rigidity of member:构件长期刚度(32)longitude horizontal bracing:纵向水平支撑(5)longitudinal steel bar:纵向钢筋(35)longitudinal stiffener:纵向加劲肋(53)longitudinal weld:纵向焊缝(60)losses of prestress:‘预应力损失(33)lump material:块体(42)Mmain axis:强轴(56)main beam·:主梁(6)major axis:强轴(56)manual welding:手工焊接(59)manufacture control:生产控制(22)map cracking:龟裂(39)masonry:砌体(17)masonry lintel:砖过梁(43)masonry member:无筋砌体构件(41)masonry units:块体(43)masonry—concrete structure:砖混结构(¨)masonry—timber structure:砖木结构(11)mechanical properties of materials·:材料力学性能(17)melt—thru:烧穿(62)method of sampling:抽样方法(23)minimum strength class of masonry:砌体材料最低强度等级(47)minor axls·:弱轴(56)mix ratio of mortar:砂浆配合比(48)mixing water:拌合水(27)modified coefficient for allowable ratio of height tosectionalthickness of masonry wall :砌体墙容许高厚比修正系数(47) modified coefficient of flexural strength for timber curvedmem—:弧形木构件抗弯强度修正系数(68)modulus of elasticity of concrete:混凝土弹性模量(30)modulus of elasticity parellel to grain:顺纹弹性模量(66)moisture content:含水率(66)moment modified factor:弯矩调幅系数monitor frame:天窗架mortar:砂浆multi—defence system of earthquake—resistant building·:多道设防抗震建筑multi—tube supported suspended structure:多筒悬挂结构Nnailed joint:钉连接,net height:净高lnet water/cementratio:净水灰比non-destructive inspection of weld:焊缝无损检验non-destructive test:非破损检验non-load—bearingwall:非承重墙non—uniform cross—section beam:变截面粱non—uniformly distributed strain coefficient of longitudinal tensile reinforcement:纵向受拉钢筋应变不均匀系数normal concrete:普通混凝土normal section:正截面notch and tooth joint:齿连接number of sampling:抽样数量Oobligue section:斜截面oblique—angle fillet weld:斜角角焊缝one—way reinforced(or prestressed)concrete slab‘‘:单向板open web roof truss:空腹屋架,ordinary concrete:普通混凝土(28)ordinary steel bar:普通钢筋(29)orthogonal fillet weld:直角角焊缝(61)outstanding width of flange:翼缘板外伸宽度(57)outstanding width of stiffener:加劲肋外伸宽度(57)over-all stability reduction coefficient of steel beam·:钢梁整体稳定系数(58)overlap:焊瘤(62)overturning or slip resistance analysis :抗倾覆、滑移验算(10)Ppadding plate:垫板(52)partial penetrated butt weld:不焊透对接焊缝(61)partition:非承重墙(7)penetrated butt weld:透焊对接焊缝(60)percentage of reinforcement:配筋率(34)perforated brick:多孔砖(43)pilastered wall:带壁柱墙(42)pit·:凹坑(62)pith:髓心(?o)plain concrete structure:素混凝土结构(24)plane hypothesis:平截面假定(32)plane structure:平面结构(11)plane trussed lattice grids:平面桁架系网架(5)plastic adaption coefficient of cross—section:截面塑性发展系数(58) plastic design of steel structure:钢结构塑性设计(56)plastic hinge·:塑性铰(13)plastlcity coefficient of reinforced concrete member in tensilezone:受拉区混凝土塑性影响系数(34)plate—like space frame:干板型网架(5)plate—like space truss:平板型网架(5)plug weld:塞焊缝(60)plywood:胶合板(65)plywood structure:胶合板结构(64)pockmark:麻面(39)polygonal top-chord roof truss:多边形屋架(4)post—tensioned prestressed concrete structure:后张法预应力混凝土结构(24)precast reinforced concrete member:预制混凝土构件(26)prefabricated concrete structure:装配式混凝土结构(25)presetting time:初凝时间(38)prestressed concrete structure:预应力混凝土结构(24)prestressed steel structure:预应力钢结构(50)prestressed tendon:预应力筋<29)pre—tensioned prestressed concrete structure·:先张法预应力混凝土结构(24)primary control:初步控制(22)production control:生产控制(22)properties of fresh concrete:可塑混凝土性能(37)properties of hardened concrete:硬化混凝土性能(38)property of building structural materials:建筑结构材料性能(17)purlin“—””—:檩条(4)Qqlue timber structurer:胶合木结构(㈠)quality grade of structural timber:木材质量等级(?0)quality grade of weld:焊缝质量级别(61)quality inspection of bolted connection:螺栓连接质量检验(63)quality inspection of masonry:砌体质量检验(48)quality inspection of riveted connection:铆钉连接质量检验(63)quasi—permanent value of live load on floor orroof,:楼面、屋面活荷载准永久值(15)Rradial check:辐裂(70)ratio of axial compressive force to axial compressive ultimatecapacity of section:轴压比(35)ratio of height to sectional thickness of wall orcolumn:砌体墙柱高、厚比(48)ratio of reinforcement:配筋率(34)ratio of shear span to effective depth of section:剪跨比(35)redistribution of internal force:内力重分布(13)reducing coefficient of compressive strength in sloping grain for bolted connection:螺栓连接斜纹承压强度降低系数(68)reducing coefficient of liveload:活荷载折减系数(14)reducing coefficient of shearing strength for notch and toothconnection:齿连接抗剪强度降低系数(68)regular earthquake—resistant building:规则抗震建筑(9)reinforced concrete deep beam:混凝土深梁(26)reinforced concrete slender beam:混凝土浅梁(26)reinforced concrete structure:钢筋混凝土结构(24)reinforced masonry structure:配筋砌体结构(41)reinforcement ratio:配筋率(34)reinforcement ratio per unit volume:体积配筋率(35)relaxation of prestressed tendon:预应筋松弛(31)representative value of gravity load:重力荷载代表值(17)resistance to abrasion:耐磨性(38)resistance to freezing and thawing:抗冻融性(39)resistance to water penetration·:抗渗性(38)reveal of reinforcement:露筋(39)right—angle filletweld:直角角焊缝(61)rigid analysis scheme:刚性方案(45)rigid connection:刚接(21)rigid transverse wall:刚性横墙(42)rigid zone:刚域(13)rigid-elastic analysis scheme:刚弹性方案(45)rigidity of section:截面刚度(19)rigidly supported continous girder:刚性支座连续梁(11)ring beam:圈梁(42)rivet:铆钉(55)riveted connecction:铆钉连接(60)riveted steel beam:铆接钢梁(52)riveted steel girder:铆接钢梁(52)riveted steel structure:铆接钢结构(50)rolle rsupport:滚轴支座(51)rolled steel beam:轧制型钢梁(51)roof board:屋面板(3)roof bracing system:屋架支撑系统(4)roof girder:屋面梁(4)roof plate:屋面板(3)roof slab:屋面板(3)roof system:屋盖(3)roof truss:屋架(4)rot:腐朽(71)round wire:光圆钢丝(29)Ssafety classes of building structures:建筑结构安全等级(9)safetybolt:保险螺栓(69)sapwood:边材(65)sawn lumber+A610:方木(65)sawn timber structure:方木结构(64)saw-tooth joint failure:齿缝破坏(45)scarf joint:斜搭接(70)seamless steel pipe:无缝钢管(54)seamless steel tube:无缝钢管(54)second moment of area of tranformed section:换算截面惯性矩(34) second order effect due to displacement:挠曲二阶效应(13)secondary axis:弱轴(56)secondary beam:次粱(6)section modulus of transformed section:换算截面模量(34)section steel:型钢(53)semi-automatic welding:半自动焊接(59)separated steel column:分离式钢柱(51)setting time:凝结时间(38)shake:环裂(70)shaped steel:型钢(53)shapefactorofwindload:风荷载体型系数(16)shear plane:剪面(67)shearing rigidity of section:截面剪变刚度(19)shearing stiffness of member:构件抗剪刚度(20)short stiffener:短加劲肋(53)short term rigidity of member:构件短期刚度(31)shrinkage:干缩(71)shrinkage of concrete:混凝干收缩(30)silos:贮仓(3)skylight truss:天窗架(4)slab:楼板(6)slab—column structure:板柱结构(2)slag inclusion:夹渣(61)sloping grain:‘斜纹(70)slump:坍落度(37)snow reference pressure:基本雪压(16)solid—web steel column:实腹式钢柱(space structure:空间结构(11)space suspended cable:悬索(5)spacing of bars:钢筋间距(33)spacing of rigid transverse wall:刚性横墙间距(46)spacing of stirrup legs:箍筋肢距(33)spacing of stirrups:箍筋间距(33)specified concrete:特种混凝上(28)spiral stirrup:螺旋箍筋(36)spiral weld:螺旋形焊缝(60)split ringjoint:裂环连接(69)square pyramid space grids:四角锥体网架(5)stability calculation:稳定计算(10)stability reduction coefficient of axially loadedcompression:轴心受压构件稳定系数<13)stair:楼梯(8)static analysis scheme of building:房屋静力汁算方案(45)static design:房屋静力汁算方案(45)statically determinate structure:静定结构(11)statically indeterminate structure:超静定结构(11)sted:钢材(17)steel bar:钢筋(28)steel column component:钢柱分肢(51)steel columnbase:钢柱脚(51)steel fiber reinforced concrete structure·:钢纤维混凝土结构(26)steel hanger:吊筋(37)steel mesh reinforced brick masonry member:方格网配筋砖砌体构件(41) steel pipe:钢管(54)steel plate:钢板(53)steel plateelement:钢板件(52)steel strip:钢带(53)steel support:钢支座(51)steel tie:拉结钢筋(36)steel tie bar for masonry:砌体拉结钢筋(47)steel tube:钢管(54)steel tubular structure:钢管结构(50)steel wire:钢丝(28)stepped column:阶形柱(7)stiffener:加劲肋(52)stiffness of structural member:构件刚度(19)stiffness of transverse wall:横墙刚度(45)stirrup:箍筋(36)stone:石材(44)stone masonry:石砌体(44)stone masonry structure:石砌体结构(41)storev height:层高(21)straight—line joint failure:通缝破坏(45)straightness of structural member:构件乎直度(71)strand:钢绞线(2,)strength classes of masonry units:块体强度等级(44)strength classes of mortar:砂浆强度等级(44)strength classes of structural steel:钢材强度等级(55)strength classes of structural timber:木材强度等级(66)strength classes(grades) of concrete:混凝土强度等级(29)strength classes(grades) of prestressed tendon:预应力筋强度等级(30) strength classes(grades) of steel bar :普通钢筋强度等级(30)strength of structural timber parallel to grain:木材顺纹强度(66)strongaxis:强轴(56)structural system composed of bar:”杆系结构(11)structural system composed of plate:板系结构(12)structural wall:结构墙(7)superposed reinforced concrete flexural member:叠合式混凝土受弯构件(26)suspended crossed cable net:双向正交索网结构(6)suspended structure:悬挂结构(3)swirl grain:涡纹(?1)Ttensile(compressive) rigidity of section:截面拉伸(压缩)刚度(19)tensile(compressive) stiffness of member:构件抗拉(抗压)刚度(20)tensile(ultimate) strength of steel:钢材(钢筋)抗拉(极限)强度(18)test for properties of concrete structural members:构件性能检验(40): thickness of concrete cover:混凝土保护层厚度(33)thickness of mortarat bed joint:水平灰缝厚度(49)thin shell:薄壳(6)three hinged arch:三铰拱(n)tie bar:拉结钢筋(36)tie beam,‘:系梁(22)tie tod:系杆(5)tied framework:绑扎骨架(35)timber:木材(17)timber roof truss:木屋架(64)tor-shear type high-strength bolt:扭剪型高强度螺栓(54)torsional rigidity of section:截面扭转刚度(19)torsional stiffness of member:构件抗扭刚度(20)total breadth of structure:结构总宽度(21)total height of structure:结构总高度(21)total length of structure:结构总长度(21)transmission length of prestress:预应力传递长度(36)transverse horizontal bracing:横向水平支撑(4)transverse stiffener·:横向加劲肋(53)transverse weld:横向焊缝(60)transversely distributed steelbar:横向分布钢筋(36)trapezoid roof truss:梯形屋架(4)triangular pyramid space grids:三角锥体网架(5)triangular roof truss:三角形屋架(4)trussed arch:椽架(64)trussed rafter:桁架拱(5)tube in tube structure:筒中筒结构(3)tube structure:简体结构(2)twist:扭弯(71)two hinged arch:双铰拱(11)two sides(edges) supported plate:两边支承板(12)two—way reinforced (or prestressed) concrete slab:混凝土双向板(27)Uultimate compressive strain of concrete’”:混凝土极限压应变(31)unbonded prestressed concrete structure:无粘结预应力混凝土结构(25) undercut:咬边(62)uniform cross—section beam:等截面粱(6)unseasoned timber:湿材(65)upper flexible and lower rigid complex multistoreybuilding·:上柔下刚多层房屋(45)upper rigid lower flexible complex multistoreybuilding·:上刚下柔多层房屋(45)Vvalue of decompression prestress :预应力筋消压预应力值(33)value of effective prestress:预应筋有效预应力值(33)verification of serviceability limit states·”:正常使用极限状态验证(10)verification of ultimate limit states :承载能极限状态验证(10)vertical bracing:竖向支撑(5)vierendal roof truss:空腹屋架(4)visual examination of structural member:构件外观检查(39)visual examination of structural steel member:钢构件外观检查(63)visual examination of weld:焊缝外观检查(62)Wwall beam:墙梁(42)wall frame:壁式框架(门)wall—slab structure:墙板结构(2)warping:翘曲(40),(71)warping rigidity of section:截面翘曲刚度(19)water retentivity of mortar:砂浆保水性(48)water tower:水塔(3)water/cement ratio·:水灰比(3g)weak axis·:弱轴(56)weak region of earthquake—resistant building:抗震建筑薄弱部位(9) web plate:腹板(52)weld:焊缝(6[))weld crack:焊接裂纹(62)weld defects:焊接缺陷(61)weld roof:焊根(61)weld toe:焊趾(61)weldability of steel bar:钢筋可焊性(39)welded framework:焊接骨架()welded steel beam:焊接钢梁(welded steel girder:焊接钢梁(52)welded steel pipe:焊接钢管(54)welded steel strueture:焊接钢结构(50)welding connection·:焊缝连接(59)welding flux:焊剂(54)welding rod:焊条(54)welding wire:焊丝(54)wind fluttering factor:风振系数(16)wind reference pressure:基本风压(16)wind—resistant column:抗风柱(?)wood roof decking:屋面木基层(64)Yyield strength (yield point) of steel:钢材(钢筋)屈服强度(屈服点)。
毕业论文外文翻译-高层建筑结构

毕业论文外文翻译-高层建筑结构High-Rise Building StructureAbstract:High-rise buildings have become common in modern cities across the world. Structural considerations play a crucial role in the planning and design of these buildings. The structural system of a high-rise building must be able to support its own weight as well as any additional loads imposed by occupancy and natural forces such as wind and earthquakes. This paper provides an overview of the structural systems commonly used in high-rise buildings, including reinforced concrete, steel, and hybrid systems. It also discusses the advantages and disadvantages of each system and the factors that affect their selection based on the specific requirements of a building.Introduction:In modern cities, high-rise buildings have become an increasingly popular option for meeting the growing need for office and residential space. High-rise buildings have several advantages, including the efficient use of land, the ability to accommodate large numbers of people, and the provision of spectacular views. To achieve these benefits, it is important to develop a safe and efficient structural system for high-rise buildings.Structural Considerations for High-Rise Buildings:Structural considerations are critical for high-rise buildings. Such structures must be able to support their own weight, as well as resist loads imposed by occupancy and natural forces such as wind and earthquakes. The structural system must also be able to maintain stability throughout the building's lifespan, while providing adequate safety for its occupants.Common Structural Systems for High-Rise Buildings:Reinforced Concrete System:One of the most commonly used structural systems for high-rise buildings is reinforced concrete. This system is desirable because of its strength, durability, and fire resistance. Concrete is also easily moldable, which allows for various shapes and sizes to be used in the building design.Steel System:The steel structural system is another popular choice for high-rise buildings. Steel structures have a high strength-to-weight ratio, which makes them a good choice for taller and lighter buildings. They are also easily adaptable and have high ductility, making them more resistant to earthquake damage.Hybrid System:Hybrid structural systems, which combine the advantages of reinforced concrete and steel, have become increasingly popular in recent years. These systems include concrete encased steel frames, concrete-filled steel tubes, and steel reinforced concrete.Factors Affecting Selection:The selection of a structural system for a high-rise building depends on several factors, including the building height, location, climate, design requirements, and budget. For example, in areas with high wind loads, a steel or hybrid system may be preferable due to its high strength and ductility. In areas with high seismic activity, a reinforced concrete system may be more appropriate because of its superior resistance to earthquake damage.Advantages and Disadvantages of Structural Systems:Each structural system has its advantages and disadvantages. The reinforced concrete system is strong, durable, and fire resistant, but is also heavy and requires a longer construction period. The steel system is adaptable and has a high strength-to-weight ratio, but is also susceptible to corrosion and may require regular maintenance. The hybrid system combines the benefits of both systems but may be more expensive than either system alone.Conclusion:Structural considerations are critical for the planning and design of high-rise buildings. Reinforced concrete, steel, and hybrid systems are the most commonly used structural systems for high-rise buildings. The selection of a system depends on several factors, including the building height, location, climate, design requirements, and budget. Each system has its advantages and disadvantages, and careful consideration of these factors is necessary to develop a safe and efficient structural system for high-rise buildings.。
和建筑物有关的英文单词

36
大坝
dam
[dæm]
37
泥石流
debris flow
38
施工图设计,详图设计
detail design
39
土压力
earth pressure
40
抗震设计
earthquake-resistant design
41
屋檐,檐
eaves
[i:vz]
42
构件
element
['elimənt]
127
杆
pole
[pəul]
128
圆柱
column
['kɔləm]
129
抗拉强度
tensile strength
130
压力
compressive force
131
弯曲,弯折;挠度
bending
['bendiŋ]
132
扭曲;翘曲
twisting
['twistiŋ]
133
复合材料
composite material
['infrə,strʌktʃə]
21
跨度, 跨径,(桥或拱的)墩距
span
[spæn]
22
梁
beam
[bi:m]
23
普通水泥、硅酸盐水泥
Portland cement
24
钢筋混凝土
reinforced concrete
25
摩天大楼
skyscraper
['skai'skreipə]
26
隧道;坑道
tunnel
钢结构英文翻译对照

面积:area结构形式:framework坡度:slope跨度:span柱距:bay spacing檐高:eave height屋面板:roof plate墙面板:wall plate梁底净高: clean/net height屋面系统: roof sys招标文件: tender doc建筑结构结构可靠度设计统一标准:unified standard for designing of architecture construction reliability建筑结构荷载设计规范: load design standard for architecture construction建筑抗震设计规范: anti-seismic design standard for architecture钢结构设计规范: steel structure design standard冷弯薄壁型钢结构技术规范: technical standard for cold bend and thick steel structure门式钢架轻型房屋钢结构技术规范:technical specification for steel structure of light weight building with gabled frames 钢结构焊接规程: welding specification for steel structure钢结构工程施工及验收规范: checking standard for constructing and checking of steel structure 压型金属板设计施工规程: design and construction specification for steel panel荷载条件:load condition屋面活荷载:live load on roof屋面悬挂荷载:suspended load in roof风荷载:wind load雪荷载:snow load抗震等级:seismic load变形控制:deflect control柱间支撑X撑:X bracing主结构:primary structure钢架梁柱、端墙柱: frame beam, frame column, and end-wall column钢材牌号为Q345或相当牌号,大型钢厂出品:Q345 or equivalent, from the major steel mill 表面处理:抛丸除锈Sa2.5级,环氧富锌漆,两底两面,总厚度为125UM。
+Starter+Lesson+22024-2025学年外研版(2024)七年级英语上册

library 图书馆
Students can read books and spend time there.
floor 楼层
the first floor
一楼
the second floor 二楼
the third floor
三楼
teaching building dining hall playground
表转折关系的连词有:but等。
Step 2: 读句子,懂用法
Write down the conjunctions can be used to connect the sentences.
Some popcorn is in the 选择 shape of butterflies.
Let me show you around our school.
Vocabulary
Our school is not big but beautiful. There are three buildings and a playground in it. We love our school.
three floors
This is the teaching building. It has three floors. All the classrooms are in this building.
This is Building 2. On the first floor, we have science and computer labs, Music rooms, art rooms and a dance hall are on the second floor. And there's also a library. lt‘ s on the third floor.
土木工程专业英语(第二版 段兵延)第4课

Tall Buildings 高层建筑
The early development of high-rise buildings began with structural steel framing.
高层建筑的早期发展始于结构的钢框架。
Reinforced concrete and stressed-skin tube systems have since been economically and competitively used in a number of structures for both residential and commercial purposes.
Lesson 4 Tall Building 高层建筑
New words and phrases:
spectacular sway residential commercial innovation boundary eliminate apartment column demonstrate project stress truss bundle terminate facade perimeter encroach high-rise building 高层建筑 reinforced concrete 钢筋混凝土
过分的水平倾斜将导致隔板、天花板和其他建筑物细部的 严重的复发性破坏。
In addition, excessive sway may cause discomfort to the occupants of the building because of their perception of such motion.
这种创新已经被用在办公楼和公寓大楼的施工当中。
土木工程专业英语
三维建筑模型中英文对照外文翻译文献

中英文资料Constructing Rules and Scheduling Technology for 3DBuilding ModelsAbstract3D models have become important form of geographic data beyond conventional 2D geospatial data. Buildings are important marks for human to identify their environments, because they are close with human life, particularly in the urban areas. Geographic information can be expressed in a more intuitive and effective manner with architectural models being modeled and visualized in a virtual 3D environment. Architectural model data features with huge data volume, high complexity, non-uniform rules and so on. Hence, the cost of constructing large-scale scenes is high. Meanwhile, computers are lack of processing capacity upon a large number of model data. Therefore, resolving the conflicts between limited processing capacity of computer and massive data of model is valuable. By investigating the characteristics of buildings and the regular changes of viewpoint in virtual 3D environment, this article introduces several constructing rules and scheduling techniques for 3D constructing of buildings, aiming at the reduction of data volume and complexity of model and thus improving computers’ efficiency at scheduling large amount ofarchitectural models. In order to evaluate the efficiency of proposed constructing rules and scheduling technology listed in the above text, the authors carry out a case study by 3D constructing the campus of Peking University using the proposed method and the traditional method. The two results are then examined and compared from aspects of model data volume, model factuality, speed of model loading, average responding time during visualization, compatibility and reusability in 3D geo-visualization platforms: China Star, one China’s own platform for 3D g lobal GIS manufactured by the authors of this paper. The result of comparison reveals that models built by the proposed methods are much better than those built using traditional methods. For the constructing of building objects in large-scale scenes, the proposed methods can not only reduce the complexity and amount of model data remarkably, but can also improving computers’ efficiency.Keywords:Constructing rules, Model scheduling, 3D buildingsI. INTRODUCTIONIn recent years, with the development of 3D GIS (Geographical Information System) software like Google Earth, Skyline, NASA World Wind, large-scale 3D building models with regional characteristics have become important form of geographic data beyond conventional 2D geospatial data, like multi-resolution remote sensing images and vector data [1].Compared to traditional 2D representation, geographic information can be expressed in a more intuitive and effective manner with architectural models being modeled and visualized in a virtual 3D environment. 3D representation and visualization provides better visual effect and vivid urban geographic information, and thus plays an important role in people's perceptions of their environment. Meanwhile, the 3D building data is also of great significance for the construction of digital cities.But how to efficiently visualize thousands of 3D building models in a virtual 3D environment is not a trivial question. The most difficult part of the question is the conflicts between limited processing capacity of computer and massive volume of model data, particularly in the procedure of model rendering. Taking the 3D modeling of a city for the example using traditional 3D modeling method, suppose there are 100 000 buildings to model in the urban area and the average size of model data for each building is roughly 10 M. So the total data volume of building models in the city could reach a TB level. However, the capacity of ordinary computer memory is only in the GB scale. Based on this concern, the authors proposed the scheduling technology for large-scale 3D buildings models in aspects of model loading and rendering. Due to the lack of building constructing rules and standard, models of buildings vary in aspects of constructing methods, textures collection and model data volume, especially in aspects of model reusability and factuality. Such a large amount of data without uniform constructing rules becomes a huge challenge for data storage, processing and visualization in computers. It also brings the problem of incompatibility among different 3D GIS systems.After years of research in GIS (Geographic Information System), people have accumulated a number of ways to solve the above problems [3]. However in virtual 3D environment, because of the difference in data organization and manners of human computer interaction (HCI), we need to apply a new standardized method of modeling and scheduling for 3D models. At present, there is no such a uniform method as the constructing specification or standard for the modeling of 3D buildings. Existing approaches are insufficient and inefficient in the scheduling of large-scale building models, resulting in poor performance or large memory occupancy. In response to such questions, the authors proposed a new method for the construction of 3D building models. Models built using the proposed methods could be much better than those built using traditional methods. For the 3D modeling of building objects in scenes of large scale, the proposed methods can not only remarkably reduce the complexity and amount of model data, but can also improving the reusability and factuality of models. Concerning the scheduling of large-scale building models, the Model Loading Judgment Algorithm (MLJA) proposed in this paper could solve the optimal judgment problem of model loading in 3D vision cone, particularly in circumstance with uncertain user interactions.This paper first examines and analyzes existing problems in constructing and scheduling steps of 3D building models. Then the authors propose a set of constructing rules for 3D building models together with methods of model optimization. Besides, special scheduling technology and optimization method for model rendering is also applied in this paper for large-scale 3D building models. In order to evaluate the efficiency of proposed rules and methods, a case study is undertaken by constructing a 3D model for the main campus of Peking University and Shenzhen using both the proposed method and the traditional method respectively. The two resulting 3D models of Peking University campus and Shenzhen are then examined and compared with one other in aspects of model data volume, model factuality, speed of model loading, average responding time during visualization, compatibility and reusability in various 3D geo-visualization platforms like China Star (one China’s own platform for 3D global GIS manufactured by the authors),Skyline, etc. Result of comparison tells that provided similar factuality of models, using the proposed method of us, the data volume of models was reduced by 86%; the speed of model loading was increased by 70%; the average responding time of model during visualization and interaction speed was reduced by 83%. Meanwhile, the compatibility and reusability of 3D model data are also improved if they are constructed using our approach.II. MODELING RULES OF 3D BUILDINGS 3D scene is the best form of visualization for digital city systems. While constructing 3D models for buildings objects, proper methods and rules should be used, which are made with full concerns of the characteristics of 3D building models [2]. The resulting models should be robust, reusable and suitable enough for transmission over computer network, and should at the same time be automatically adapted to system capability.Generally speaking, methods of constructing 3D building models can be classified into three types: wireframe modeling, surface modeling and solid modeling. In normal circumstances, to model buildings in 3D format, the framework of building should be constructed first according to the contour features, number of floors, floor height, aerial photograph and liveaction photos of buildings. Then, gather the characteristics of scene that the buildings to model are representing. Important characteristics include buildings aerial photograph or liveaction shooting photos. Finally, map the gathered texture to model framework, optimize the model and create database of the 3D building models.Although there have already been many approaches for the construction of 3D building models, a unified modeling method and rules are still needed to improve the efficiency, quality, facilitate checking, reusability and archiving of constructed models. By investigating the characteristics of buildings, we found that buildings have regular geometric solid for modeling, similar texture on the surfaces of different directions, high similarity in small-scale models of buildings, etc. According to these, this article gives a discussion on the modeling rules from three aspects, includingconstructing rules of the 3D building models, texture mapping rules of 3D building models and optimization method for constructed models based on mentioned constructing rules.A. Constructing rules of the 3D building modelsThe 3D building modeling refers to the procedure of representing true buildings from the real world into computer in the form of 3D objects [4]. Human beings, as the creator and at the same time potential users of models, play a key role in this procedure. People are different from each other in the understanding of the building objects, methods of modeling and the software tools they use for modeling. Such differences among people who carry out modeling work at the same time lead to the 3D models of diverse quality and low efficiency. So the 3D building constructing rules proposed in this article become necessary and helpful to solve the above problems.1) Combine similar floors as a whole and keep the roof independent2) Share similar models and process the details especially3) Constructing in the unit of meters4) Define central point of the model5) Unified model codes6) Reduce number of surfaces in a single model7) Reduce combination of the models8) Rational split of modelsB. Texture mapping rules of 3D buildingsBased on the framework of 3D models, we need to attach these models with proper textures to create a better visualization effect for 3D buildings. The quality of texture mapping has a direct impact on the visual effect of the scene whiling being rendered [5]. Since the graphics card of computer will load all the textures together when rendering a model, texture mapping rules and the quality of the texture mapping can directly influence the efficiency of rendering as well.C. Optimization of models based on constructing rulesBased on constructing rules and the characteristics of 3D building models, theauthors develop a software tool to optimize the 3D building models automatically. The optimizations implemented in the software tool contain the deletion of models’ internal textures, merging adjacent vertices/lines/surfaces, removing un-mapped framework and so on. Besides, the software can enhance the shape of the whole model, texture position and model facticity in the procedure of model optimization.III. SCHEDULING TECHNOLOGY OF LARGE-SCALE 3DBUILDING MODELSFor the 3D visualization of large-scale architectural models, a series of measures could be applied to ensure the efficient rendering of models. Important measures includes the scene organization, vision cone cutting, elimination of textures on the backside of models, Shader optimization, LOD Algorithm, math library optimization, memory allocation optimization, etc..How to display thousands of 3D city buildings’ models in a virtual 3D environment is not trivial. The main problem is the scheduling of models [7]. It determines when and which models to be loaded. This problem can be divided into two smaller problems: Find visible spatial region of models in 3D environment, and optimization method of model rendering efficiency.A. Find visible spatial region of models in 3D environmentAccording to operating mechanism of computers during 3D visualization and the characteristics of large-scale 3D scene, we need to determine the position of current viewpoint first before loading signal models or urban-unit models. Then in response to the regular changes of viewpoint in virtual 3D environment, the system will preload the 3D model data into memory automatically. In this way, frequent IO operations can be reduced and thus overall efficiency of system gets improved. A new algorithm named MLJA (Model Loading Judgment Algorithm) is proposed in this paper in order to find out visible region of models in the 3D environment. The algorithm integrates the graticules and elevation information to determine the current viewpoint of users in the 3D space. And with the movement of viewpoint, the algorithm schedules the loading of model correspondingly and efficiently.B. Optimization method of model rendering efficiencyThe scheduling method of large-scale 3D building models proposed above is an effective way to solve the problem caused the contradiction between large model data volume and limited capacity of computers. According to the algorithm, we can avoid loading the whole large-scale 3D building models at one time for the sake of limited computer memory, and then improve system efficiency in the procedure of model loading and abandoning. Due to the limited capacity of GPU and local video memory, we need a further research on how to display the loaded model data in more efficient manner. In the remaining part of this paper, the authors will continue to introduce several methods on the optimization of model rendering in the vision cone.1) Elimination of textures on the backside of modelsThe backside of the 3D model is invisible to the users. If we omit the texture mapping for the 3D model on the backside, the processing load of graphic card will be reduced as much as at least 50%. Besides, according to an investigation on procedure of actual model rendering, the authors found that on the backside of the 3D model, the invisible texture is rendered in a counter-clockwise manner against the direction of eyesight, while the visible texture mapping is rendered in clockwise manner. So we can omit the rendering of models which is intended to be rendered in counterclockwise manner. Therefore, the textures won’t exist on the back of 3D models. The graphic card could then work more rapidly and efficiently.2) Eliminate the shielded modelBy calculating the geometric relationship between 3D models in the scene, the shielded models can be omitted while displaying the scene with appropriate shielding patches. Through this way, we can effectively reduce the usage of graphics card memory, and thus achieve higher rendering efficiency and faster 3D virtual system.In the virtual 3D geographic information system, we often observe 3D models from a high altitude. It is especially true for large-scale outdoor 3D models. The usual arrangement of 3D building models are always sparse, however the real block is very small. Therefore, establishing an index for visual control, which is similar to the BSP tree, doesn’t amount to much. Through carefully studying DirectX, we found that wecan take advantage of the latest Z-buffering technology of DirectX to implement the shielding control of models.3) Optimization method of the Shader instructionsIn shader 3.0 technology, SM (Shader Model) is a model which can optimize the rendering engine. A 3D scene usually contains several shaders. Among these shaders, some deal with the surfaces and skeletons of buildings, and others deal with the texture of 3D building models.Geometry can be handled quickly by shader batch process. The shader can combine similar culmination in 3D building models, deal with the correlation operation of a single vertex, determine the physical shape of the model, link the point, line, triangle and other polygons for a rapid processing while create new polygons, etc. We can assign the computing task to shader and local video memory directly in a very short time without bothering the CPU. In this case, visual effects of smoke, explosions and other special effects and complex graphics are no longer necessary to be processed by the CPU of computer. Such features of shader can speed up both the CPU and graphic card in processing huge amount of 3D models.4) LOD algorithm of large-scale 3D sceneLOD (Level of Detail) is a common and effective solution to resolve the conflicts between real time visualization and the authenticity of models [8]. By investigating the main features and typical algorithms of LOD technology, the authors proposed a new structure for dynamic multi-level display. This structure not only can be applied to the mesh simplification of models with many different but fixed topologies, but also can be applied to the mesh simplification of models with variable topology. Therefore, the LOD technology can be applied to any grid model. Based on the above concerns, the authors also design a mesh simplification algorithm for variable topology through vertices merge. Via the dual operations of vertex merging and splitting, we can achieve smooth transition across different LOD levels of models, and automatically change the model topology.These above techniques plays important role in 3D scene. It can not only enable a rapid visualization of large-scale scene, but also can provide a high-resolutiondisplay of scene at a local scale with plenty of architectural details.IV. CONCLUDING REMARKSConstructing rules and scheduling technology plays an important role in the application of large-scale 3D buildings. Since people’s demand for 3D expression brings a challenge of high-efficiency and high-quality to virtual 3D environment, the methods proposed in this article give a good try in these aspects. According to the authors’ research and case studies in this paper, integration of constructing rules and scheduling technology is promising in providing powerful tools to solve the conflicts between limited processing capacity of computer and massive data of models. The result of our case study on Peking University indicates that the proposed new method on constructing rules and scheduling technology for large-scale 3D scene is highly feasible and efficient in practice. The proposed methods can not only standardize the procedure of model construction, but also can significantly shorten the time taken in scheduling large-scale 3D buildings. It introduces a new effective way to develop applications for large-scale three-dimensional scene.构建三维建筑模型的规则和调度技术摘要三维模型已成为超越了传统的二维地理空间数据的一种重要的地理数据形式。
校园的建筑英语作文带翻译

As a high school student, I have always been fascinated by the architecture of our campus. Its not just the buildings themselves that captivate me, but the stories they tell and the atmosphere they create. Our school is a blend of modern and traditional architecture, offering a unique environment for learning and growth.The main building of our school is a grand structure that stands tall and proud. Its a symbol of our schools history and tradition. The brick facade is weathered but strong, a testament to the years it has stood. The large windows let in an abundance of natural light, creating a bright and welcoming atmosphere inside. The building houses the administrative offices, classrooms, and the library. The library, in particular, is a treasure trove of knowledge. Its high ceilings and rows of bookshelves give it an air of grandeur. The smell of old books and the quiet hum of students studying create a peaceful and focused environment.Adjacent to the main building is the science block, a modern addition to our campus. Its sleek glass and steel design contrasts sharply with the older buildings. The science labs are equipped with the latest technology, providing us with the best resources for learning. The large whiteboards and interactive screens in the classrooms enhance our understanding of complex scientific concepts.The sports complex is another significant part of our campus. The gymnasium is spacious and wellequipped, with a basketball court, volleyball court, and a running track. The outdoor fields are perfect for soccer, track and field, and other sports. The fresh air and open spaceprovide a great environment for physical education and team sports.The campus also features several green spaces, including a central courtyard and a small park. These areas are perfect for relaxation and reflection. The lush greenery and blooming flowers add a touch of nature to our otherwise concrete environment. Its common to see students studying or chatting in these areas during breaks.The schools architecture is not just functional its also a reflection of our values and aspirations. The blend of old and new represents our respect for tradition while embracing progress. The emphasis on natural light and open spaces shows our commitment to creating a healthy and inspiring learning environment.In conclusion, the architecture of our campus plays a significant role in shaping our school experience. It provides us with the facilities we need for learning and growth, while also creating an atmosphere that fosters creativity and collaboration. As I walk through the campus, I feel a sense of pride and belonging. This is not just a place to study its a place that shapes who we are and who we will become.校园的建筑作为一名高中生,我一直对我们学校校园的建筑感到着迷。
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论建筑由于多种原因,要论述大体上以建筑设计标准为根据的基本原则在近年来日益困难。
其原由主要是目前人们对新技术条件下建筑风格的发展有不同的观点;设计人员面对有一大串可以用来解决结构问题的方法,还有大量可供选择的建筑材料。
结果常常是建筑群杂乱无章,设计详图粗糙。
在过去,选择性非常有限,人们通过长期努力提高建筑学学识水平和精确性来避免设计粗糙。
在18世纪,这个国家乔治王朝时期的居住工程清楚地表明了这些特性。
在还保存有这些工程的地方,两百年后的今天这些工程仍然有很强的适应性和实用性。
无疑,乔治王朝式的鳞次节比的房屋在很大程度上符合阿历克斯。
戈登所说的建筑设计应该达到的四个目标。
这些目标:1.改善气候; 3、增加财富2.带来乐趣 4、利于活动当然,他还可以加一条:任何设计必须与投资规模相称。
在发生石油危机的1974年,人们的反应是千方百计节省剧烈上涨的室内能源开支。
戈登倡导了一项设计方案。
在这设计方案中他提出了如下设计指导目标-------使寿命长,能源消耗低,适应范围宽。
其目的在与通过降低建筑无的燃料消耗和维修成本,使其更易于适应不断变化的用途来减少建筑物的周转资金。
今年来有迹象显示这些原则正在得到人们的考虑,并且现在有些建筑在很大程度上反映了这些约束条件。
运用有限选择建筑材料的指导原则对设计大有好处。
虽然在过去的3年中仿乔治王朝式住房令人惊异地有了小小的复兴,但是这种解决办法提不出任何真正的答案,而且在当今这种微不足道的规模也不具有任何真实的意义。
然而20世纪20年代威尔文花园城最后应用新乔治王朝式建筑风格却有很大的优点,在建筑比例,建筑形式,建筑色彩和细部的理解上显示出很高的学识水平。
曾有一种流行办法显示出这种简洁设计受到人们的高度尊重。
她源自讲究轴线和对称性古典装饰风格,放映了对诸如窗户,前门及山墙等标准细部的理解。
或显得单调甚至不尽妥当,但绝非粗俗不堪。
设计人员在这个选定的风格范围内,根据方便设计的矩阵布局画出简略的设计图,也认识到一些(简单的)制约因素,如场地,用途,标准细部以及当时的规范,条例等。
剖面图和里面图自然而然地出自总图,由那些在细部基础设计方面技艺娴熟的能工巧匠准确地完成。
设计,量度,设计说明书,合同以及建造过程几乎都能得到理解和实施。
这一切当然不能持久,虽然一些近代大师柯布西埃,赖特,以及还有一两位不那么知名的人的作品还留有对这些早期设计方法的信心的痕迹。
由于其他许多权威人士已对过去50年来的设计和建筑进行了诸多论述,因此对最近20年的建筑设计史的进一步探讨必须就此停笔总之,为受到良好教育的客户服务的学者型的建筑师的影子已经随着双方自信心的饿丧失一起消失了。
现在他们得依靠许多其他专家的特殊技能。
深受世界范围的,特别是德国及其邻国的经济崩溃的影响,一个新的建筑世界在本世纪20至30年代发展起来。
其中一个明证就是“国际风格”。
我们必须在新的要求范围内搞建筑,旧式设计看来已不再合适宜。
官方客户,公众需要,日益增加的都市人口,以及成本核算都对设计产生影响。
在更加严格的规则范围内,轻型构架和建筑饰面材料的技术发展显得日益有用。
现在我们的建筑有的新颖时髦,有的还属探索性的,有呈几何图形的,有精雕细刻的,也有毫无特色的,以及组件装配。
形形色色的结构绝技与有待完善的用料革新同时并存。
一端是公共建筑大专院校,声名显赫的商业大厦(设计上全都各显千秋),另一端是组件装配的建筑,为社会提供诸如学校,住宅,办公楼,厂房及工业建筑等等需要。
我们仍燃面临有着设计和施工基本方法的这种对分局面。
这一局面突出了我们这个时代社会的和技术的目标之间的差异。
在建筑领域我们已达到其中一个分水岭——处在两难矛盾之中:简便住所高性能住所坚固型实心墙体轻便型框架结构保护隐秘利于社交低密度高密度车辆用道人行通道在这种厉害犬牙交错的两难中,我们现在必须正确处理好设计和使用性能两个重点之间的关系。
一个可以接受的解决办法似乎是对以前的最佳方案进行辨别和分析,然后再决定是否支持大刀阔斧的改变。
很有必要弄清楚深刻的变化对以前的方案的适应性有多大影响,是哪些新的制约因素使其不能再次使用。
持续变化的戏剧性效果并不适应于长寿命的建筑着一人工产品。
这就意味着要认识到人类对住处的第一要求是便于人类活动,关键是要能躲避风雨。
依沙克。
维尔斯的格言看来很适应今天的要求:“建筑艺术再重要也不如其实用性重要,对其雄伟的赞美在多也不能超过对其提供的舒适性的赞美。
”为了更加接近这条哲理,我们就需要发展新的设计方法,以便更有信心地对许多互相冲突的问题找出现在和将来的答案。
在寻找连续性的途中没有现成的方案,而目标必须是连续的——一个满意的设计会带来卓有成效的,报偿丰厚的合同。
On DesignFor many kinds of reasons, it has become increasing difficult in recent years to make a statement about the ground rule on which ,in general ,building design criteria should be based .Its reason mainly is the present people the construction style development has the different viewpoint to the new engineering factor under; Designs the personnel facing to have a big string to be possible to use for to solve the structure question method, but also has massively may supply the choice the building material. The result is frequently the architectural complex is chaotic, the detail layout is rough. In the past, choice was extremely limited, the people through diligently raised the architecture knowledge level and the accuracy for a long time avoid designing roughly. In the 18th century, this national George dynasty time housing project clear surface understands these characteristics. In also preserved has these project place, 200 year after today these projects still had the very strongcompatibility and the usability. In large measure , the George dynasty -like scale partial node ratio house to a great extent conforms to Arab League experience Alex Gordon said the architectural design should achieve four goals.They are :1. To modify climate ;2. To support patterns of activity;3. To add to our resources4. To provide delightCertainly, he also may add one: Any design must relate to an overall financial commitment .During occurred petroleum crisis in 1974, people's response was saves the fierce rise by any means possible in the room the energy expenditure. Gordon has initiated a design proposal. He set the following design instruction goal in this design proposal------- long life ,low energy ,loose fit.—with the intention the following telling directive , Its goal in and through reduces the fuel consumption and the service cost which the construction does not have, causes its change the use which changes unceasingly in the adaptation to reduce building the revolving fund. Has the sign to demonstrate this year these principles are obtaining people's consideration, and present some constructions have reflected these constraint condition to a great extent. Utilizes the limited choice building material the guiding principle to design is of great advantage. Although imitated the George dynasty type housing in the past 3 years to have the small revival amazing, but this solution could not propose any true answer, moreover does not have any real significance now in this not worthy of mentioning scale. However the 20th century 20's Will article garden city finally applies the new George dynasty type construction style to have the very big merit actually, in the construction proportion, the construction form, the construction color and in the detail understanding demonstrates the very high knowledge level.There was an available stock-in-trade in the general simple plan dignity of solutions which came from the Beaux Art traditions of axis and symmetry, and in the understanding of the standard details of windows , front doors pediments, which might have been dull and even inappropriate but were never vulgar or exhibitionists . The designer , within this chosen idiom , sketched out his plan solutions on the basis of a convenient matrix of accommodation , recognizing the(simple) constraints of place , usage and the standard byelaws , codes and regulations of the time . Sections and elevations nearly automatically built up from the resultant plan, and could be very accurately worked out by draftsmen wonderfully skillful in element design in detail . The whole design , measurement , specification , contract and production , though the work of recent masters, Le Corbusier , Wright , Mies van der Rohe , and one or two others not quite so prominent , retains the vestiges of the confidence resulting from these earlier techniques.The temptation to refer further to the more recent 20th century history of building design must be resisted because others have written with great authorityabout the many sided planning and architectural activities of the last 50 years . In general , the traditional vision of the scholarly architect serving the cultured client has faded , along with the confident autonomy of both . They now rely upon the additional skills of many specialists. A new world of building developed in the 1920-30s , much influenced by the world wide collapse of the economy , particularly in Germany and its neighbours . One of its manifestations was the International Style .We had to build within a new framework of requirements , for which old style designs seemed inappropriate . Official clients , the public need , increasing urban populations and cost accounting were all influences . And within more rigid regulations , technical developments of light frameworks and structural facing concrete were becoming available.Now our buildings are fashionable , speculative , and either of geometric and sculptured intricacy , or anonymous and componented . There is a multitude of structural gymnastics and immature material innovations . At one end of the spectrum the public buildings , and university and prestige commercial buildings(all very self-consciously designed) and at the other , the component assembled building , providing the social needs of schools , housing , offices , work and industrial buildings.This dichotomy of basic approach to design and construction remains with us , and highlights some of the disparities of the social and technical goals of the times . We have in the world of building reached one of the great divides—straddled between contradictions:Simple tent enclosures High indoor performanceSolid wall Light frame workPrivacy CommunityLow density High densityVehicles Human good channelIn this kind of fierce jig-saw patterned being in a dilemma, we must process good design and the operational performance two key between relations correctly now.May accept the solution as if is carries on the discernment and the analysis to beforehand preferred plan, then decided again whether supports the resolute change. Has the necessity to clarify very much the deep transformation to have the tremendous influence to beforehand plan compatibility, is which new restriction factor does enable it to use once more. Changes continually the theatrical effect does not adapt for the long life is constructing an artificial product.This meant must realize is advantageous for the humanity to the humanity to the dwelling first request to move, the essential feature being the quality of roofing ,Isaac Ware’s maxim fits very seemingly the requirements of today :. “ the art of building cannot be more grand than it is useful nor its dignity of greater praise than its convenience ”:“If construction art important the usability is againunimportant, in many cannot surpass comfortable praising to its grand praising which provides to it.”To move more closely to this logic , we need to develop the new design method, in order to have the confidence to the question which many will conflict mutually to discover present and the future answer. Is seeking continuously does not have the ready-made plan on the way, but the goal must be a continual - - a satisfactory design producing an efficient and rewarding contract.。