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剛收到自己稿件的審稿意見，第一次投國際期刊的文章，各方面很不給力，請大家?guī)兔匆幌�，看看稿件現(xiàn)在處在什么樣的狀態(tài)，還有審稿意見可以從那些方面修改，歡迎大家拍磚。 Ms. Ref. No.: %%%%%%%%%%%%%%%%%%% Title: %%%%%%%%%%%%%%%%%%%%%% Construction & Building Materials Dear Mr. %%%%%, Reviewers have now commented on your paper. You will see that they are advising that you revise your manuscript. If you are prepared to undertake the work required, I would be pleased to reconsider my decision. For your guidance, reviewers' comments are appended below. If you decide to revise the work, please submit a list of changes or a rebuttal against each point which is being raised when you submit the revised manuscript. To submit a revision, please go to http://ees.elsevier.com/conbuildmat/ and login as an Author. Your username is: %%%%%% If you need to retrieve password details, please go to: http://ees.elsevier.com/CONBUILDMAT/automail_query.asp On your Main Menu page is a folder entitled "Submissions Needing Revision". You will find your submission record there. Yours sincerely, M Ohtsu Regional Editor Construction & Building Materials Reviewers' comments: The research is conducted on the strain-rate effect of sulfar-damaged concrete. Without good discussion, the paper looses the research significance.（這個被我加粗了，第一次投國際期刊的文章，英文水平實在跟不上，改了很多次了，也按照論壇上發(fā)過多篇SCI的牛人們的SCI攻略修正了幾遍，結(jié)果還是很傷心） In addition, the following corrections are to be made prior to peer review. 1. On page 2 reference is made to Dongming Yan as well as Forquin and Safa - should these contributors not be referenced by way of number? （這一條我實在不明白重點在哪？原文中參考文獻引用如下“Dongming Yan studied the strain rate dependent behavior of concrete considering initial static loading history and the influence of temperature and moisture content on the strain rate sensitivity [6-7]. P. Forquin and K.Safa explained the influence of free water on the quasi-static and dynamic strength of concrete in confined compression tests. The dissimilarity between saturated and dried specimens was mainly attributed to an increase of pore pressure inside the saturated concrete during fast experiments [8]”） 2. Page 2 - 2nd paragraph - line 2 - reference is made to "bearing more or less durability failure" - do you mean "resulting in durability failure"? （我承認我又中國英語了一把，本來的意思是“遭受或多或少的耐久性破壞”，看來審稿人沒怎么讀懂。） 3. On page 3 reference is made to "many structures currently in service will unavoidably suffer from sulphate attack". Why is this the case? Were not sulphate resisting cements available and were they not specified for use? （審稿人比較較真，我寫的比較馬虎，對于這個意見的解釋還能應付的了） 4. Conclusion 4 could be usefully expanded on justifying studying the sulphate phenomenon at higher strain rates and linking it to relevance in practice. In addition what is the likely engineering benefit of strain rate sensitivity being improved by sulphate attack? |
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