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大修中的大修+提交修改稿+with editor半月=啥情況?
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以前在版上發(fā)過審稿意見,可惜大家搭理我的比較少,同學(xué)鑒定稿件為大修中的大修,大家?guī)兔﹁b定一下,反正是第一次投國(guó)際期刊,被拒了幾次現(xiàn)在臉皮已經(jīng)有相當(dāng)?shù)暮穸攘,有啥意見給俺提一下。另外,這個(gè)稿件的審稿流程也不太了解,我的修改稿提交已經(jīng)with editor半個(gè)月了,編輯是要把修改稿重新發(fā)給以前的審稿人審么,還是另找審稿人。還有我見版上的很多審稿意見都是按審稿人分開寫的,我的情況看著就一個(gè)審稿人的意見,是不是只有一個(gè)人的審稿意見回來編輯就決定把我文章退回來修改了,求解惑。。。 。。。。。。。。。。。。。。。。。。。。。。。。。。。。▽徃逡庖姡 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. 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? 2. Page 2 - 2nd paragraph - line 2 - reference is made to "bearing more or less durability failure" - do you mean "resulting in durability failure"? 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? 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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