如何回应同行评审的意见范例2
回复审稿意见模板

回复审稿意见模板尊敬的审稿专家:首先,非常感谢您对我们文档的审阅和提出的宝贵意见。
在您的指导下,我们对文档进行了仔细的修订和调整,希望您能再次审阅并提出宝贵意见。
针对您提出的意见,我们进行了如下回复:1. 关于文档结构和逻辑性,我们已经重新调整了文档的结构,确保了内容的逻辑性和连贯性。
在修订过程中,我们重新梳理了文档的内容框架,使得整个文档的结构更加清晰,逻辑更加严谨。
2. 关于语言表达和文字规范,我们对文档中的语言表达进行了精细的修改,确保了文字的规范和准确。
在修订过程中,我们注意到了您指出的一些词语使用不当的问题,并进行了相应的修改和调整,使得文档的语言表达更加精准、生动。
3. 关于内容细节和论据支持,在您的指导下,我们对文档中的内容细节和论据支持进行了深入的补充和完善。
在修订过程中,我们对文档中的论据进行了进一步的查找和补充,确保了内容的充分论证和说服力。
4. 关于图表和数据展示,我们对文档中的图表和数据进行了重新设计和编辑,使得展示更加直观、清晰。
在修订过程中,我们重新整理了文档中的图表和数据,确保了其与文本内容的契合度和逻辑性。
5. 关于参考文献和引用格式,我们对文档中的参考文献和引用格式进行了规范化处理,确保了文献的来源准确和引用格式的规范。
在修订过程中,我们重新核对了文档中的参考文献和引用格式,对不规范的部分进行了修改和补充,使得文献来源更加可靠、引用格式更加规范。
综上所述,我们在您的指导下对文档进行了全面的修订和调整,确保了文档的质量和准确性。
希望您能再次审阅并提出宝贵意见,我们将继续努力,不断完善文档,以期得到您的认可和肯定。
再次感谢您的审阅和指导!此致。
敬礼!。
专家审稿意见回复范文如何回复中文审稿人意见结尾如何写

专家审稿意见回复范文如何回复中文审稿人意见结尾如何写第一,不论审稿人提了什么意见,你在回复的时候一定要说:谢谢您的建议,您的所有建议都非常的重要,它们对我的论文写作和科研工作都具有重要的指导意义!第二,如果审稿人提 ___你暂时无法做到(比如,要你增加实验或改进实验等)。
那么,为了论文尽快发表,你必须拒绝这样的要求。
但是,你不要摆出一大堆理由来证明这个意见是不好实现的。
你应该说:“谢谢您的建议,它非常的重要,由于您的建议,我发现了我目前工作中的不足之处,我会在以后的工作中按照您的建议提高科研水平,取得更多成绩!”这样说,等于委婉的拒绝了评审意见,又让评审人觉得你很看重他 ___。
第三,如果审稿人 ___明显有问题,也不说能说审稿人 ___是错误的,可以他 ___发表任何的评论,只需要列出你的理由和证据就可以了,结尾也不要强调自己的观点是正确的。
一句话,就是凭证据说话。
第四,如果审稿人的评价比较傲慢,而且有失公平。
那么,不用客气,直接写信给,痛批审稿人。
(我就遇到过这样的情况,痛批后反而被录用。
)第五,在回复信的结尾最好写上再次谢谢您的建议,希望能够从您哪里学到更多的知识。
这句话最好用黑体,要显眼。
保持正确的语调,做出回应。
说明(1)在回复审稿人意见的时候,除了写明修改内容外,还有一些话是必须要写的。
这个其实也可以归纳为礼貌用语,大家一般也都会注意到。
但是,有些时候还是容易“放飞自我”。
实验室的一位师兄,花了很长的时间搞出来一个很有idea的文章。
(2)在回复审稿意见的时候,前面还是客客气气的回复,一读到关于自己核心idea的时候,立马心态就炸了,言辞什么的就有点过激了,最后当然直接被拒了。
其实能作为审稿人,一般都是这个领域的专家或者有一定贡献的人,既然能指出你的问题,就说明还是存在不合理的地方,那就认认真真去修改就好了,千万不要太持才傲物。
(3)里很多人都会轻易犯错,尤其是刚发论文的时候,总觉得自己一定要根据审稿人的每一条意见都做出修改。
如何有效回应审稿人的意见

如何有效回应审稿人的意见在学术研究和出版领域,面对审稿人的意见并给出有效的回应是至关重要的一环。
这不仅关系到论文能否顺利发表,更体现了作者对待学术的严谨态度和专业素养。
那么,如何才能有效地回应审稿人的意见呢?首先,要以正确的心态对待审稿人的意见。
审稿人的目的不是刻意刁难作者,而是帮助提高论文的质量和学术价值。
因此,作者应怀着感激和尊重的心态来审视这些意见,将其视为改进论文的宝贵机会。
在收到审稿人的意见后,第一步是仔细阅读和理解每一条意见。
有些意见可能比较直接和明确,比如要求补充实验数据、修改论证逻辑或修正语法错误。
而有些意见可能较为含蓄或宏观,需要作者仔细琢磨其背后的意图。
对于不明确的意见,不要急于猜测,而是可以通过邮件等方式与编辑沟通,确保自己准确把握审稿人的关注点。
接下来,对审稿人的意见进行分类整理。
可以将其分为必须修改的关键问题、建议性的改进意见以及可选择性考虑的问题。
对于关键问题,要给予最高的重视,投入足够的时间和精力去解决。
对于建议性的意见,要认真思考其合理性,并根据自己的研究和论文整体框架,决定是否采纳。
对于可选择性的问题,可以根据实际情况权衡其对论文质量的影响。
在回应审稿人的意见时,要做到条理清晰、逻辑严密。
可以采用逐条回应的方式,确保每一条意见都得到了回应。
在每条回应的开头,明确指出是针对哪一条意见进行的回复,例如“针对审稿人提出的第一条意见……”。
在回复中,要清晰地说明自己采取的措施或解释自己的观点。
如果进行了修改,要具体说明修改的内容和位置;如果不同意审稿人的意见,要礼貌且有理有据地阐述自己的理由,但同时也要表现出愿意进一步探讨和接受合理建议的态度。
回应的内容要具体而有针对性。
避免使用模糊、笼统的语言,比如“已进行修改”,而要详细说明如何修改,例如“增加了新的案例分析,以进一步支持文中的观点,相关内容在第 X 页第 X 段”。
如果需要补充数据或引用新的文献,要准确说明来源和作用。
答复盲审专家评阅意见

答复盲审专家评阅意见
1. 表示感谢:在回复的开头,表达对盲审专家抽出时间和精力评阅你的论文表示诚挚的感谢。
2. 逐条回应:对专家提出的每一条评阅意见进行逐一回应。
确保每条意见都得到明确的答复,无论是接受、部分接受还是拒绝。
对于接受的意见,说明你已经进行了相应的修改;对于部分接受或拒绝的意见,提供合理的解释和理由。
3. 具体说明修改内容:如果你根据专家的意见进行了修改,详细说明你在论文中所做的具体修改。
可以引用具体的段落、章节或页面号码,以便专家可以轻松找到修改的部分。
4. 解释和辩护:如果你对某些评阅意见有不同的看法或需要进行辩护,要以礼貌和专业的方式进行解释。
提供充分的理由和依据来支持你的观点,并避免过度争辩。
5. 态度诚恳:在整个回复过程中,保持诚恳和谦虚的态度。
承认自己的不足,并展示你对提高论文质量的决心。
6. 结尾:在回复的结尾,再次感谢盲审专家的评阅,并表示愿意接受他们的进一步指导和建议。
记住,回复盲审专家评阅意见的目的是展示你对评阅意见的认真对待,以及你在改进论文方面所做出的努力。
确保回复的语言清晰、准确,并且符合学术规范和礼仪。
希望这些建议对你有所帮助!如果你还有其他问题,欢迎继续提问。
如何正确回复审稿人:标准的Responsetoreviewer

如何正确回复审稿人:标准的Responsetoreviewer在审稿意见回来之后,如何写一份标准的Response to reviewer!第1部分:对审稿人进行称呼第2部分:总述对文稿的修改情况(一般如果文稿进行润色了,最好在这里提及一下),以及夸夸审稿人(夸夸他的意见或者建议很好,对稿件的提升很大,千万不要和审稿人顶,不是干这个事情的时候),对稿件的期待。
第3部分:(标明)1#审稿人第4部分:1#审稿人的第一个问题(将审稿人的问题复制进来即可,排版好)第5部分:1#审稿人的第一个问题的回复意见(谨慎认真,不可敷衍了事)第6部分:2#或者其他审稿人第7部分:感谢语(可自由发挥)第8部分:通讯作者名称,日期,机构等信息01回复审稿意见时的小细节和礼仪1、正确的心态成就正确的回复在回复审稿人意见之前,先庆祝一下你的研究论文已经走到同行评审这一步了吧~还要对百忙之中抽出时间来审阅你论文的审稿人们怀一颗感恩的心!2、在回复审稿人之前,先修改稿件当你准备好以专业、客观的方式处理审稿人的意见时,先和你的共同作者们讨论一下评审意见的内容,共同商量决定要接受哪些修改,反对哪些修改。
修改完论文之后再开始给审稿人写回复。
3、回复细节首先,感谢审稿人花时间审阅你的稿件。
然后,表明你已经解决了他们提出的所有问题。
回应审稿人的意见并不意味着你全部按照审稿人建议的修改。
而是意味着:这些建议你认真考虑过后,有的做了修改,有的没有修改但是会解释原因。
列出所有审稿人的意见以及你对每条意见的回复。
使用不同的字体或文字颜色来突出你的回答,使文本易于查看。
4、不要直接回复yes 或no。
即使是被要求做一些小的修改,比如改正拼写错误的单词,你可以说“We 've corrected the typo.”。
如果是更严重的错误,你还可以加上“We apologize for our error.”5、尽可能让你的回复内容清晰明了。
如何回应同行评审的意见范例

Detailed response to reviewers’ commentsAndre Hüpers’ comments (external reviewer):General CommentsReece et al. conducted a comprehensive set of geotechnical tests on resedimented claystones recovered from IODP Site C0011, which they blend with silica silt. The methods are well explained and the presented data of Atterberg limits, consolidation characteristics, permeability, grain size and micro fabric analysis are of high quality. The authors provide summaries of key parameter in tables and figures such that it is easy to compare them with other data on physical properties and/or employ them for numerical models. In the light of pore core quality during IODP EXP 322, the applied re-sedimentation technique is an important approach to assess consolidation properties with a small number of minor corrections that should be completed prior to publication.1.Accuracy and completeness of technical (scientific) content:In general the reported data sets are complete and easy to read and comprehend. However, there are two topics which should be solved before publication:a)It remains unknown how many samples went into the artificial mixtures. Did you use onesample from Unit III and one sample from Unit IV? In case most of the samplesoriginated from Unit III, the resulting mixture would also be more representative for Unit III. Thus, it is important to know how many samples were used (and from whichdepth/units) and how much volume/mass of the samples went into the mixture. Pleaseprovide a sample list with information.We absolutely agree with the reviewer. We used 4 samples of 13 kg in total of Unit III and5 samples of 10.6 kg in total of Unit IV with one sample that contains material from bothunits and weights 1.3 kg; so almost equal amounts of both Lithologic Units. We added a new Table T1 with a detailed sample list to the manuscript. This moves all table numbers up by one digit.b)The authors describe a change in compression indices with decreasing values for highereffective vertical stresses but only report value for 5-21 MPa. Please provide also Cc (and Ce) for the low stress range such that the reader can assess the magnitude of change.This is a good point. We determined Cc values for the low stress range (0.2 to 5 MPa) and reported the numbers in the text and added them to Table T6. Ce was incorrectly stated to change with vertical effective stress. The magnitude in change is negligibly small. Also, we only unloaded the specimens to an OCR of four = 5 MPa, so we do not have unloading data from 0.2 to 5 MPa in order to compare with Cc. Thus, we deleted the part of thesentence that said Ce would change with vertical effective stress.Embedded comments in PDF:Abstract:You should use the term Claystone to be consistent with lithological description of the EXP 322 preliminary results and proceedingsEdited as suggested throughout the entire manuscript.Introduction:In addition to this very broad benefit, how does NanTroSEIZE benefits from the data report?1 or2 sentences how the data could be used in the NanTroSEIZE framework would be nice ...We added two sentences on how our data is important for NanTroSEIZE or otherconvergent margins.You may want to cite also Tobin and Kinoshita (2006) who summarized NanTroSEIZE goals We added Tobin and Kinoshita (2006) as reference.Citation neededWe added Underwood et al. (2009) as citation here.What is the benefit of using resedimented samples? It is mentioned in the methods section but it may be appropiate to present it here.We agree with the reviewer. We moved the statement about benefits of resedimentation to the end of the introduction expanding a bit on its purpose for systematic studies tounderstand fundamental sediment behavior.Laboratory Testing Methodology (sample handling and preparation):It is unclear how many samples were used and from which Units. A sample list should be providedWe agree with the reviewer’s comment. A total of 10 bags with material from various cores were collected. The total mass was 24.9 kg. We added a sample list as Table T1 with details on mass, core origin, and lithologic Unit of each bag.Do you actually "pulverized" the sample? If so, it may be necessary to explain why...We ground the bulk material in a ball grinder in order to destroy aggregates and start from an unstructured fabric. We added this detail to the manuscript.Do you used the same amount (either mass or volume) from all samples to form the batch?No, in order to have the maximum amount of material for the single batch allowingseveral geotechnical experiments, we mixed all 24.9 kg together in one single batchensuring homogeneity. Thus, we did not use the same amount of each bag or core or unit.This detail is now added to the description of sample preparation.Laboratory Testing Methodology (Sample description):Citation of methods is needed here.Based on Michael Underwood’s comments we added some details on the method and also added two citations (see response to comment further below).Laboratory Testing Methodology (Particle Size Analysis):What surface?We clarified that we meant the air – suspension interface.Laboratory Testing Methodology (Resedimentation):add (G s)Edited as suggested.R/V Chikyu instead of JOIDES ResolutionEdited as suggested.Laboratory Testing Methodology (Constant rate of strain consolidation testing):add ‘base’ between excess and pore pressureEdited as suggested.add ‘pore’ between base and pressureEdited as suggested.The equation looks odd as it is although is not false. You may want to rearrange the equation to sigma'v = sigmav-uc -2/3*delta_u because you substract chamber pressure from the applied vertical stress and then substract 2/3delta_u (cf ASTM for CRS tests eq. 12,18,21).Edited as suggested.Results (Resedimentation):It would be nice to have all Cc in the table 4, too.We agree with the reviewer’s comment. We included the Cc values from resedimentation to Table T5 (previously Table T4).Results (Consolidation Testing):Not consistent with Table 5 (1.63-0.98)The reviewer pointed a mismatch out. We updated the numbers in the text with the correct values from the Table.What is the eff stress range from which you determined Cc?This is a valid question as we state that Cc changes with stress. We added to the sentence that the determined Cc values of 0.36 to 0.24 are determined over the stress range between5 MPa and 20 MPa.If you want to make this statement you also should provide some numbers. What is Cc at low stresses? One possiblility is to determine Cc from 100kPa to 1000kPa and add results to table 5. Similar problem with CeWe agree with the reviewer’s comment. We determined Cc values for the stress range between 0.2 and 1 MPa and added these numbers to the text and Table T6 (previously Table T5).Figure captions:Figure 1: add (A-A’)Edited as suggested.Figure 1: What is the red star?Red star indicates earthquake in 1944. We added this description to the figure caption. Figure 2: Remove minerals from table which have 0%. What is the error of the method (in general or for a specific mineral)?Entries with 0% are removed from Table T1 (now Table T2). We added errors for each mineral to Table T1 (now Table T2).Tables:Table T1: remove 0% entriesEdited as suggested.Table T3: in mass-%Edited as suggested.------------------------------------------------------------------------------------------------------------Michael Underwood’s comments (co-chief):First, for some reason, my copy of the report did not include any of the tables. I do have Tables T1 and T3 from Andre’s edit.The tables were for some reason not included in the original submission; instead, they were emailed to IODP later. That might explain the missing tables. However, all tables were submitted.Abstract. Make it clear from the beginning that the so-called Nankai “mudstone” is actually homogenized from a large number of discrete specimens. As I recall, we threw lots of “junk” into the bucket to provide Peter with enough sample volume for these mixtures. Nowhere in the report does that really come across. You might also wish to link the grab-all term “mudstone” to the more technical designations of “silty clay” to “clayey silt”, as used during the shipboard descriptions. Finally, silt-sized and clay-sized should be changed to silt-size and clay-size, both in the abstract and throughout the text.Edited as suggested.Introduction. The first sentence is out of place. I would move that sentence to paragraph 4, and then follow Andre’s suggestion to explain succinctly how this study actually benefits NanTroSEIZE. In addition, for this particular data set, I see no reason to get into the details of the units and facies designations. You’re just running tests generic Nankai “mudstone”, so the facies (which were defined and separated by the presence of other interbedded lithologies: sand, ash/tuff, etc.) shouldn’t matter.We moved the first sentence of the introduction to the beginning of paragraph 4 and deleted some of the details on lithologic units and facies.Sample handling. You need to specify exactly where (mbsf) all of the individual specimens are positioned in the stratigraphic column. As Andre noted, you should specify the amount (by weight or by volume) from each depth interval that got blended into the mix. You should also provide a more thorough characterization of the commercial silt. The range of particle sizes for “silt” extends from 63 to 4 (or 2) microns. Is the commercial material coarse, medium, fine, poorly sorted, well sorted silt, or what? I think this is important because geotechnical properties at the coarse end of the silt spectrum will differ quite significantly from properties at the fine end. That size distribution is shown in F5, but some description in the text would be even better. Based on co-chief’s and the reviewer’s comment, we added a new table with a sample list that describes the amount by mass from each depth interval.We agree that we should state more details on the commercial silt. We described the silt as a fine, ground, poorly sorted (well graded) silica. We also added numbers for coefficient of uniformity and coefficient of curvature to better quantify and describe the grain size distribution of the commercial silt.Sample description. The XRD methods used by your commercial outfit need to be described insome detail. Sample preparation is particularly important, including the size split at 2-microns and surface preparation (spray-painted, filter-peel, oriented, random, etc.). There should be some analysis of error here, both precision and accuracy. I also think it would be useful to compare the wt-% values for your homogenized mixture with the range of values that we calculated from the shipboard XRD measurements of bulk powders. At first glace, the numbers seem to be pretty close. Similarly, it can’t hurt to compare the clay-size fraction with the range of values documented in the Underwood & Guo data report. I distributed those data to the entire scientific party last year when the report was submitted, but if you can’t find the data, I will send you a copy of the entire report. The method for determining %-expandability also needs to be specified. In looking over Table T1, I noticed that %-chlorite in the bulk power is less than %-chlorite in the clay fraction. That’s impossible, of course, although it’s understandable if viewed within the error bars of both measurements. I don't think any of those wt-% values should be reported to the nearest 0.1%. Finally, Part B of Table T1 is labeled as “clay fraction.” What you really mean, I think, is clay minerals in the clay-size fraction. I guarantee that there is some quartz (and probably some other minerals) included in the <2-micron spherical equivalent, and that will affect XRD peaks for the clay minerals even if you don't extend the scan to include the quartz peaks.We added details on the XRD methods such as sample preparation, analysis, method for expandibility, and errors.The %-chlorite in the bulk powder (4%) is not less than %-chlorite in the clay fraction (3%). We agree that wt.% values should not be reported to the nearest 0.1%. We accordingly rounded the values up or down to the nearest 1%.We corrected the title of Table 1, part B to “Mineralogy of clay minerals in clay-size fraction (< 2microns) expressed as relative weight percent”. We also added a comparison of our wt.% values to the values that were calculated from the shipboard XRD measurements of bulk powders (Underwood et al., 2009) and to the values published by Guo and Underwood (2012) in the IODP 314/315/316 data report.Particle size analysis. This part is a bit confusing. Why did you run the size analyses AFTER squeezing the mudstone down to a hockey puck? That must have required some sort of disaggregation after consolidation. If so, you need to describe. Was a dispersant added to the suspension to prevent flocculation? If so, specify the composition and the concentration. Finally, these types of methods generally assume a perfectly spherical shape, whereas natural clay minerals and other fine-grained silicates are usually far from perfect spheres. So, the settling rate (Stoke’s Law) mimics the behavior of a perfect sphere, even though the maximum and minimum dimensions are much different that the so-called “diameter”. I bring all of this up because of your outstanding SEM images, where visual estimates of “size” might differ substantially from the spherical equivalent settling behavior shown by grain-size data.We performed the hydrometer analyses after squeezing the samples because we wanted to get the grain-size distribution of the exact specimen that was resedimented and uniaxially consolidated. We did look at grain-size distributions before and after compression though and found no difference in composition indicating no mechanical effects on the grain-size distribution. We made this point clear in the data report. We also added details on disaggregation and dispersing agent.We agree with M. Underwood’s comment that the outstanding SEM images could be used to estimate particle sizes, which might substantially differ from the spherical equivalent settling behavior shown by grain-size data. However, we used a well-recognized repeatable approach to characterize the material and stuck to it.Resedimentation. It is not entirely clear to me how the wt-% values were determined for the proportion of “mudstone” to “silt”. Are the proportions based on dry weight before adding the water and sea salt? Is there a correction for the salt that must have been included in the interstitial water before the homogenized mix of mudstone was dried? In the calculation of OCR, it is not clear to me how you determined maximum past effective stress. Is that just equal to 100 kPa, as described in the previous paragraph? Seems true, judging from the e-logP curves, but please clarify.The proportions of Nankai claystone and silica are based on dry mass before adding water or sea salt.We accounted for the salt content that was included in the interstitial water before homogenizing and drying the Nankai claystone by assuming an in situ salt content of 35 g/L and in situ water content of 27% based on moisture and density measurements averaged over the appropriate depth range. This results in 26 g/L of sea salt that needed to be added to the slurry to bring it to in situ conditions.The maximum past effective stress is 100 kPa, therefore, the samples are unloaded to 25 kPa in the resedimentation tests.We made all these points clear in the text.Note: In this section, and elsewhere, I noticed some unnecessary switching of verb tense from present tense to past tense, and back again. That style will probably be annoying to many readers. I suggest sticking to one tense or the other.We edited this section to make it consistently in past tense.Index properties. Please specify the temperature of oven drying, for reasons that become obvious later. I would also avoid referring to the “pure” mudstone, when it’s actually an artificial, homogenized mixture. Did you make a correction for salt content in the pore water when calculating water content? If so, cite the method.As suggested, we specified the temperature used for oven-drying. We also deleted the word “pure” at all locations in the manuscript. We agree that it is misleading. We did not make a correction for salt content in the pore water when calculating water content.CRS testing. A brief description of the instrument needs to be added. It’s probably the same type of rig as we have at here MU, at Rice, and at Penn State, but no one else will know that. You should also specify the load limit and the ring diameter. That diameter is especially important because of edge effects. If I’m not mistaken, the computation of intrinsic permeability from any particular value of hydraulic conductivity (which is what you actually back out of the test results) requires some knowledge of the permeant properties. Therefore, you need to specify the values of temperature and viscosity and unit weight for the permeant (i.e., your equation 5).We added specifics on the consolidation equipment such as manufacturer and load capacity. The ring diameter was already mentioned in the text; we just moved it further up, closer to the load frame specifics. We also added information on the fluid properties such as temperature, viscosity, fluid density, and unit weight of water.Results. Atterberg limits. Turning the crank on the Casagrande cup is fun. It’s quite likely, however, that the consistent difference between air-dried and oven-dried is due to loss of interlayer water from smectite during oven drying, which perturbs values of water content. That’s why you need to specify the oven temperature, which I’m guessing is 105°C. You should at least bring this caveat to the reader’s attention. Better still, you might wish to calculate a correction to the water-content value based on the average %-smectite (in bulk mud) and an assumption of 2 layers of interlayer H2O. With high percentages of smectite in the bulk sample, this artifact can be rather significant.We came to the same conclusion that the difference between air-dried and oven-dried samples is due to the loss of interlayer water from smectite during oven-drying. However, we did not make this clear in our initial submission. We added this comment to our manuscript and listed the oven temperature in the methods section. We appreciate M. Underwood’s suggestion to calculate a correction to the water content values based on the average %-smectite in the bulk mud. However, we did not find this as necessary in an IODP data report. We did highlight the problem associated with the loss of interlayer water from smectite during oven-drying and the resulting implications though.。
回复审稿人意见模板

Dear Editor and Reviewers:On behalf of my co-authors, we are very grateful to you for giving us an opportunity to revise our manuscript. we appreciate you very much for your positive and constructive comments and suggestions on our manuscript entitled “Thermal Process and Mechanism of Phase Transition and Detoxification of Glass-ceramics from Asbestos Tailings” (ID: NOC-D-18-01200).We have studied reviewers’ comments carefully and tried our best to revise our manuscript according to the comments. The following are the responses and revisions I have made in response to the reviewers' questions and suggestions on an item-by-item basis. Thanks again to the hard work of the editor and reviewer!Response to the comments of Reviewer #1Comment No. 1: Page number should be included in the manuscript.Response:Thanks to Reviewer for reminder, we added the page number to the manuscript.Comment No. 2: Is it differential thermal analysis or differential scanning calorimetry? (Abstract)Response: The crystallization and phase change of the samples were investigated by thermogravimetry-differential scanning calorimetry (TG-DSC), and the results were shown in figure 2.Comment No. 3: Please clarify: "Asbestos tailings are tailings produced during the mining and beneficiation of chrysotile (fibrid asbestos)" Given the fact that chrysotile is carcinogenic please include in the Introduction part some aspects about health regulations/concerns to take care during synthesis of chrysotile containing materials. For instance, which is the safety/allowed threshold for chrysotile content in building materials? (Introduction)Response: It is really true as Reviewer mentioned that due to the hazards of chrysotile, the use of chrysotile containing materials have been banned completely in many countries, and for the recycling of chrysotile containing materials, there are some legal restrictions which I have added to the section of Introduction. There are some safety hazards in the synthesis and use of asbestos-containing materials inevitably, however this concern doesn't exist in our experiment, because the samples prepared in the experiment are completely free of asbestos, which is explained in the response to Reviewer#2 below.Comment No. 4: Magnification within 1000-500 range included in the experimental part, but x5000 magnification is met in Figs 6. (Experimental characterization) Response: We are very sorry for our negligence of mistakenly writing the magnification range as 500-1000 in the experimental characterization, actually the magnification range is 500-5000.Response to the comments of Reviewer #2Comment No. 1: Manuscript deals with transformation of unhealthy chrysotile (serpentine) into forsterite and /or enstatite-containing materials for decorative building purposes. However, chrysotile content of the obtained materials should be thoroughly controlled.Response: Thank you for your valuable comment, it is definitely a critical issue that chrysotile content of the obtained materials (glass-ceramics) should be thoroughly controlled. Actually, the chrysotile in serpentine starts at 600℃ and completely removes hydroxyl at 700℃ resulting the decomposition of original minerals and the disintegration of structure, and form harmless substances including amorphous silica and forsterite. So in the experiment, the fiber structure chrysotile can be completely destroyed after pre-firing at 700℃. Furthermore, in the thermal treatment of crystallization and sintering at higher temperatures, the residue that has not been completely decomposed can be further decomposed and totally converted into harmless phases including forsterite, enstatite, etc. by solid phase reaction and solid-liquid reaction. Ultimately, the product was entirely asbestos-free and which can be seen from the morphology of the samples in figure 6.Response to the comments of Reviewer #3Comment No. 1: Give some reference for the chemical content of Asbestos tailings for the benefit of the reader. (Introduction)Response: As Reviewer suggested that it is indeed better to give some reference for the chemical content of Asbestos tailings. Two reference (reference 2 and reference 3) were added to confirm the chemical content and phase composition of asbestos tailings. Comment No. 2: How do you distinguish between the main crystal phase and the subcrystalline phase?Response: we are sorry that we may have not expressed it clearly, the word “subcrystalline” used in my manuscript may be not accurate. I think it would be suitable to change it to the word “minor”. The content of different crystal phases in the sample were determined by rietveld refinement using GSAS, and the results are shown below (with the weight fraction of forsterite being 39.44%, enstatite 24.92%, diopside 21.18% and magnesioferrite14.45% respectively). According to the result, it can be seen that the main crystal phases are forsterite and enstatite, and the minor phases are diopside and magnesioferrite.Fig 1. Rietveld refinement of the sample crystallized at 850℃ and sintered at 1200℃Comment No. 3: English has to be immproved.Response : Considering the Reviewer’s suggestion, we will take great effort to modify the sentence to make it more professional. The portion of language modification are marked in green in the revised manuscript, and I hope it can meet with requirement. 10203040506070802 ( )R e l a t i v e i n t e n s i t y (a .u .) × ① ② ③ ④ CalcObsDiff ① ② ③ ④Forsterite 39.44%Enstatite 24.92% Diopside 21.18%Magnesioferrite 14.45%。
如何回应同行评审的意见

如何回应同行评审的意见将精心撰写的研究论文投递至目标期刊后,在收到期刊编辑的决定前,你极有可能需要焦虑不安地等待数周甚或数月。
如果你已做好有效应对的准备,期刊的决定和同行评审的建议并不是难以处置的事。
回答同行评审的技巧作为作者,你可能会害怕收到同行评审员要求你进行重大修改的建议。
对耗费大量精力撰写的论文进行一系列的论文修改、英文修改确实令人胆怯。
但是不要放弃。
在大多数情况下,最终的论文发表结果值得你付出。
以下是关于如何回答评审建议的一些方法。
∙休息一会:刚开始受刺激是很自然的事情。
休息一段时间,然后再重新仔细客观地阅读评审建议,以确保自己充分理解了评审员的观点。
∙逐条回答:对评审员的建议进行编号并按顺序进行回答。
使用标题如“评审员1”后接“建议1”。
确保回答同行评审员或期刊编辑所提出的所有观点非常重要。
∙提供理由充分的证据:如果不同意评审员的建议,你就应该如实作答。
但是,不能只是简单地说明自己的意见不同。
应尽可能多地提供必需的详细信息,以帮助评审员理解您的论点。
如有可能,应引用已发表研究来支持你的论据。
∙注意细节:在介绍您如何处理各种建议时,细节非常重要。
例如:如果评审员认为你需要添加/重新解释数据,你可阐述你从事过的试验和获得的结果,并说明你添加此信息的位置。
你应考虑地很周到,甚至可粘贴根据评审员建议在论文中添加或修改的具体句子,因为这样可省却编辑/评审员在不同文件间交替审看的麻烦。
∙注意你的语气:请记住,评审员评论的是你的论文而不是你本人。
你的回答不能反映出抱怨情绪。
如果你不同意某些建议,应该如实且谦虚地提出来,并采用合理科学的解释来支持你的观点,如可能,引用参考文献作为论据。
∙感谢同行评审的工作:同行评审员投入自己的时间对你的论文进行评审,不计任何报酬。
在大多数情况下,他们的评审目的是帮助作者改进自己的研究。
应充分利用他们的建议。
事实上,冗长而又详细的评审建议清单通常意味着评审员耗费了大量时间以评估你的研究并提供建设性反馈建议。
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IBS Students,Here’s an example of letter I wrote in response to reviewers comments. Important elements of this letter include: 1) an overall summary of the major changes that have been made, and 2) specific responses to more minor editorial suggestions. The actual comments of the editor and one reviewer are in normal font and my responses are italicized.The overall summary should discuss what you perceive to be the biggest problems with you paper. For example, any points that more than one of the reviewers brought up are probably important. Any points that required a major change in the paper are probably important. Minor points can just be listed out in a bulleted form.Dear Editor:I am pleased to resubmit for publication the revised version of MS#03-375 “Evolutionary potential of Chamaecrista fasciculata in relation to climate change: II. Genetic architecture of three populations reciprocally planted along an environmental gradient in the Great Plains.” I appreciated the constructive criticism s of the Associate Editor and the reviewers. I have addressed each of their concerns as outlined below.The most substantial revision concerns the length of the manuscript. Following the reviewer’s advice, I have pared down the length 25% from 65 pages to 49 pages. This was accomplished primarily by: (1) eliminating two redundant traits (leaf area and total leaf area) which shortens Tables 2 and 4 and eliminates Figures 8 and 9, (2) presenting the information in Figures 5-7 in table format, (3) cutting Table 1 and referring the reader to the companion manuscript, (4) cutting Table 4 and including the heritabilities in Table 2, and (5) moving the information of Table 5 into the text. In addition, I have rewritten parts of the paper to provide more clarity (see specifics outlined below).A SSOCIATE E DITOR COMMENTS:Most of the reviewers’ concerns focused on instances where the writing lacked clarity or brevity, or both. Reviewer 2 also made specific suggestions regarding revising the tables and figures. On the whole I agree with the reviewers comments, and I would encourage the author to follow their specific recommendations as closely as possible.For both papers, you need to (early on) spell out how that particular paper relates to other the companion paper and the Etterson and Shaw Science paper. Since the same data set was used in all three, you need to clearly state the purpose/scope of each paper in relation to the others.Differences between the papers are now explicitly stated in the last paragraph of the introduction.You need to lay out why you're now doing classic Lande-Arnold, whereas you previously did COVa.This is briefly alluded to in the last paragraph of the introduction and discussedin more depth in the discussion of the companion paper.R EVIEWER COMMENTS:Specific ConcernsThe Introduction contains numerous sentences that while true, give the sense of reading a lot of truisms of evolutionary genetics about additive genetic variance, heritability, genetic correlations, etc. While I agree that a fair amount of this material needs to be reviewed and defined, especially for readers that are not evolutionary geneticists, I think it would be possible to slightly re-word many of the topic sentences of these paragraphs to make them more interesting and novel for people that are already familiar with these concepts.I have tried to make the topic sentences more engaging.Towards this end, after the Introduction or first time these concepts are introduced, I would suggest eliminating or dramatically shortening any sentences that remind the reader of what a heritability, cross-environment genetic correlation, within-environment genetic correlation, etc. are used for, what they indicate, etc.Done.2. Some key references are mis sing from parts of the Introduction. Some of Mayr’s work from the 1950’s belongs in the sections about gene flow preventing local adaptation. Likewise, Kathleen Donohue’s work on genetic architecture is relevant for the paragraph about estimating genetic variances under multiple field environments. Lande 1979 is also something that should be cited for the paragraph on within environment genetic correlations constraining the evolutionary response. Finally, there are numerous additional references that can be given about the constancy of the G matrix .Mayr 1963 and Donohue et al. 2000 have been added. Lande 1979 is cited again in the introduction. Several references regarding the constancy of G-matrixacross environments have been added.3. On page 6, the discussion of across-environment genetic correlation is written as if the trait under consideration is fitness, which should be pointed out.The topic sentence of this paragraph now specifically states that I am referring to the across-environment genetic correlation for fitness.4. On page 14, it is noted that the maternal and dominance variance could not be estimated individually because of the crossing design. Yet the rest of the manuscript refers to maternal variance components, which gives a confusing impression. This should be clarified.The manuscript now consistently discusses dominance variance and maternaleffects as a single confounded variance component referred to as V DM.5. On page 15, the likelihoods need to be better described. Likelihood of what? i.e., the likelihood that the parameter is equal to some value versus the likelihood that the parameter is equal to zero? Clarify this for non quantitative geneticists. In addition, the note that the additive variance components directly determine the rate of selection response only applies to outcrossing organisms which should be pointed out.The structure of the log likelihood ratio tests has been clarified.The wording has been changed to reflect the fact that V A determines the rate ofevolution in outcrossing organisms.6. On page 16, some description should be given about how the across environment additive genetic covariance is calculated. This is often the most difficult part of calculating a cross-environment genetic correlation.I now explicitly state that all of the components for calculating the cross-environment genetic correlation, including the additive genetic covariance, arestandard output from the Quercus program.7. The Discussion section contains several phrases that are repetitive with the Introduction that should either be eliminated or altered to include conclusions based on the current work (e.g., statements about climate change, migration, gene flow/local adaptation). In addition, the introductory paragraph of the Discussion does not give any of the conclusions of the work or set up a preview of the remaining sections of the discussion.I have eliminated phrases that are repeated from the introduction andreorganized paragraphs to highlight results presented in this paper. The firstparagraph of the discussion has been rewritten to address the criticisms outlinedabove.8a. I also found that the lengthy description of the differences between the author’s findings and the findings of Kelly 1993 to be too long. The basic conclusions of this paragraph are general and non-specific enough (e.g., it could be breeding design, statistical power, real biological differences, etc) that this entire section could be shortened or possibly eliminated.This detailed paragraph was requested to be added by the previous reviewers. Ihas now been shortened by more than 1/2.8b. Likewise, the description of the artificialities of the experimental design could be dramatically shortened or eliminated—many of these are inherent to the approach of doing quantitative genetic field experiments or will immediately occur to readers anyway. If absolutely necessary, perhaps these could be folded into the Methods sections as caveats or asides, so as to not break up the conceptual focus of the Discussion section.The paragraph of caveats in the discussion has been eliminated.。