pr期刊投稿经验

中科院分区：Pattern Recognition （PR）是 SCI，大小科都是二区；Pattern Recognition Letters （PRL）是SCIE，大科类三区，小科类要四区了。二者都不是TOP期刊。

CCF推荐分类：PR是B类；PRL是C类。一般，PR在行业里还是比较认可的。博士毕业，还是要发几篇像PR这样的期刊。

期刊性质：PR和PRL是一个Publisher，区别是PRL原本的意图是发表短少精炼、周期短的论文，而PR是复杂长篇、周期长的论文或文章。但逐渐的PR也开始发表短文章。

引文索引

SCI全称是Science Citation Index，是美国科学信息研究所（ Institute for Scientific Information，简称ISI）出版的一部世界著名的期刊文献检索工具，其出版形式包括印刷版期刊和光盘版及联机数据库，还发行了互联网上Web版数据库。SCI收录全世界出版的数、理、化、农、林、医、生命科学、天文、地理、环境、材料、工程技术等自然科学各学科的核心期刊约3500种。

我的感觉，对于工程领域，审稿很严。我做的是一个“在振动台上测试了典型的 HSR 桥梁，以评估在高强度地震（例如最大考虑地震 (MCE)）中的抗震性能”的研究。审稿意见有54条。大家看看：Reviewer Comments:Reviewer 1The manuscript under consideration presents an investigate on the seismic performance of typical RERSCSS concrete pier used in HSRB with varying seismic strength and design parameters through a series of shaking table tests.The authors carried out a series of shaking table tests on RERSCSS concrete piers (M1-M9). The similarity relation between the test model and prototype is given based on dimensional analysis. Displacement, acceleration and strain sensors were deployed for model response acquisition.The following points should be addressed before it can be considered for publication.The analyses (part 3) should be further organized and underscored. The following issues require careful revision:[1] The description of experimental phenomena should be supported by experimental photographs, such as part 3.1.[2] The pictures given in the manuscript should be analyzed as necessary rather than simply presented to the reader, such as Fig 11.[3] Lines 351-358. The authors discussed the acceleration growth rates. But the manuscript lacks the necessary description of the acceleration growth rates. Only the peak acceleration of the top is given (Fig 12), but the bottom is missing. This is very confusing.[4] The analysis of part 3.4 is meaningless. The difference in stiffness between the two directions is obvious.[5]  Fig 14 is confusing. What’s the meaning of the pink line and the shadow? The authors discussed the influence of longitudinal reinforcement rate on the energy dissipation performance according to M2, M3 and M7. While, they differ not only in factor of longitudinal reinforcement rate, but also in factor of axial load ratio and volumetric stirrup ratio. This should be further elaborated.[6] 2. Some pictures in the article should be redesigned. Fig. 9, 14, 15, 19. What the authors want to reflect through the picture is not clear.[7] 3. There is some overlap between the third part and the fourth part, please rearrange the structure of the article.Reviewer 2The authors present an interesting experimental study to investigate the seismic performance of typical high-speed rail (HSR) round-ended rectangular-shaped cross-section solid (RERSCSS) concrete piers by shaking table tests. Several piers design parameters were taking into account. Seismic performance of 9 pier specimens was assessed by analyzing the dynamic behavior from several points of view. The authors collected a large variety of measurement data and the experimental study was quite rich and complete. Nonetheless, the manuscript does not show any theoretical or numerical model that would have helped the comprehension of the results. The organization of the manuscript should be improved. Some parts of the text, as well as some tables and figures, are useless repetitions that do not add to the comprehension of the study. The overall manuscript should be a little more concise. Some figures do not match their captions and should be reorganized. Some revision of the English is needed. Some specific comments are in the following:[8] Page 7, line 119. Please, replace “…the actual results…” with “…the currently available results of…”[9] Page 7, lines 121-123. Here some papers by the earthquake researchers who found such results should be added to the references, for completeness.[10] Page 7, lines 125-130. Here the authors make reference to the risk of building collapse and related codes and practices in the US. Given that the authors are studying Chinese infrastructures, please, explicitly explain the reasons of such reference to the American context.[11] Page 8, lines 131-132. This sentence makes no sense. Please improve the English and reformulate this sentence. Do the authors mean that “Usually concrete piers are characterized by quite different cross-section sizes in the two horizontal directions, forming a wall pier”?[12] Page 8, lines 136-137. The authors state that the experimental research on the seismic performance of HSR circular end concrete piers is still insufficient. Please, provide some reasons why it is still insufficient.[13] Page 9, line 171. Please, explain what “the seismic fortification intensity of the 8-degree zone” is. International readers may not be familiar with the Chinese code…[14] Page 9, line 172-173. Please, replace 0.30g with 0.45g. Explicitly explain why the study focused on the three seismic intensity levels 0.15g, 0.20g, and 0.32g (corresponding to 0.45g, 0.60g, and 0.96g of shaking table test PGAs). If the reason is that the utilized shaking table cannot perform higher levels of PGA, please, state it explicitly for transparency. However, this part should be better moved to section 2.7 ‘Input motion and seismic hazard levels’ for better manuscript organization and readability.[15] Page 9, line 174. Please, replace “Code” with “Chinese code”.[16] Table 1 should be better designed in order to be more readable. The second column is not easily comprehensible, values should be better spaced. Why 7-degree zone and 8-degree zone columns have double values? While 9-degree zone has only a single value?[17] Figure 3. This figure does not match its caption. Please check this figure![18] Table 2. According to this reviewer, the Table 2 is useless. All the design factors and variables here illustrated are better shown in Table 3. It seems that Table 2 is redundant and does not add to the comprehension of the study.[19] Page 13, lines 203-205. Notes to Table 2 should be added to Table 3. Please, check D values for pier models, they are probably in inverted order.[20] Figure 4. This figure does not match its caption. Please check this figure![21] Table 4. Similitude parameters related to material properties can be hardily achieved. Please, explicitly explain how you achieved, and checked, the scaled density values for reinforced concrete.[22] Page 16, line 240. Please, replace “Kn” with “kN”.[23] Page 17, line 254. Please, replace “represent” with “reproduce”.[24] Page 17, line 255. Please, replace “reappear” with “represent”.[25] Figure 7. This figure is quite simplistic and incomplete. Where are the sensors set at the bottom of piers? Please add in a new figure a few photos of sensors installation setup to let readers better understand the measurements that were carried out.[26] Page 18, lines 266-268. Explicitly explain the reason why you choose this specific earthquake for shaking table motions… it would make more sense to choose an earthquake recorded in China, given that the study focused on Chinese infrastructures…[27] Page 18, lines 269. Before “Three…” the authors should explicitly state that ST tests are one-directional and that the vertical component was neglected, adding the reasons of this choice. Moreover, they should explicitly state which horizontal direction (i.e. N or E?) of the recorded earthquake they chose to be used for the ST tests, and why.[28] Figure 9. The order of graphs in this figure might be confusing. Please, consider reorder the graphs as a), c), d), b) clockwise. Moreover, in this reviewer’s opinion, Fourier spectrum would be more readable in linear scale of both axes (for frequencies use range 0-30 Hz or similar).[29] Section 3 ‘Test results and analyses’ and 4 ‘Experimental discussion’ should be reformulated. In the present form they are a bit confusing and repetitive.[30] Page 22, lines 320-322. Here the English is not good and the sentence in not comprehensible. Please, reformulate the sentence.[31] Page 22, lines 322-323. The crack pattern description is too short. Please, provide a wider description of cracks and add some descriptive photos.[32] Page 23, lines 332-343. Please, specify which specimen is considered here. This reviewer suggests moving Figure 17 and related text here. The overall section 3.2 should be better reformulated.[33] Section 3.3 ‘Acceleration responses’ and 4.2 ‘Effect of axial load ratio on acceleration response’ should be reformulated. In the present form they are a bit confusing and repetitive. For example, acceleration growth rate and acceleration increase rate are the same? Please, use one nomenclature and define it the first time it appears in the text.[34] Figure 11. According to this reviewer, the photos embedded in the graphs are very bad and not readable. It is suggested to put them apart in a different figure with a proper caption describing what such photos are about. Furthermore, in graph b) at 0.60g labels are in Chinese. Finally, in the caption x and y directions seem inverted…[35] Page 25, lines 353-358. These lines seem to describe the results shown in Figure 18 and not the ones in Figure 12…[36] Figure 12. For better readability, please, consider increasing the spacing between each bar and related acceleration value.[37] Page 27, lines 365-366. Check the statement “its top moved more in the cross-bridge direction than it did in its cross-bridge direction”...[38] Figure 14. Legend and related lines in the graphs are not clear…[39] Page 29, line 384. Please check section numbering 4.6…[40] Page 30, line 391. Delete “significant”.[41] Page 30, line 400. Define “hoop ratio”...[42] Page 31, line 409. Replace “Fig.Fig.” with “Fig.”.[43] Page 33, lines 435-439. These lines seem to describe the results shown in Figure 12, if so make reference to Figure 12 …[44] Page 33, line 439. Delete “are the absolute weights of the two samples”. Possible typo.[45] Page 34, line 444. Replace “a bit” with “ a little”.[46] Figure 19. Graphs a) and b) are the same as in Figure 11. Useless repetition. Further comments are the same as in Figure 9…[47] Page 36, lines 484-487. Please, check repetitions of “cross-bridge direction”…[48] Page 37, line 496. Consider deleting “…seismic simulation…”. Useless repetition.[49] Page 37, line 499. Consider replacing “…substantial…” with ”… severe…”.[50] Page 37, line 503. Consider replacing “…visible …” with ”… significant…”.[51] Page 37, lines 507-508. Consider deleting “For this reason,…”.[52] Page 37, lines 509-510. According to this reviewer, the sentence “which means that the pier is less vulnerable to damage in the y-direction” is controversial, and should be eliminated or better justified. In fact, seismic vulnerability depends on the considered seismic input spectrum…[53] Page 38, lines 513-514. Consider replacing “… bigger than the displacement in the bridge's cross-sectional direction” with “… bigger in the cis-bridge direction than in the bridge's cross-sectional direction”.[54] Page 38, lines 514-517. The final sentence of 5 Conclusions is not comprehensible, please, reformulate it in a better English.

Scientific Reports 是 Natrure 旗下的综合性科学期刊，2012年第一次影响因子为2.9。文章强调“技术”上的先进，但“无需具有重大科研意义”，所以审稿要求低于Nature的其他刊物，投稿者一般都是投Nature系列刊物被拒稿后转投的，所以文章水平还是比较高的，但是由于是新刊物，且发表文章数量过多，因此造成影响因子偏低。

该期刊目前在国内物理界还是受到广泛认可的,但是如果唯影响因子论的老板或单位可能就看不上了.根据一般的投稿经验,期刊审稿时间在1个月左右,其审稿难度远高于同影响因子的期刊,功利的说,除非单位特别认可,否则不建议投稿.

Scientific Reports —出版业的一个新时代

Scientific Reports 是来自 Nature 杂志出版者的一个发表原始研究工作的刊物，在线出版，公开访问，内容涉及自然科学所有领域。

托管在 nature.com（该网站是由Springer Nature出版的80多种刊物的共同门户，每月全球有数百万科学家访问）上， Scientific Reports 是任何人都可以公开访问的，发表在技术上可靠的、各领域内的专业人员感兴趣的原始研究论文，其相关内容的访问不受任何限制。

中科院分区：Pattern Recognition （PR）是 SCI，大小科都是二区；Pattern Recognition Letters （PRL）是 SCIE，大科类三区，小科类要四区了。二者都不是 TOP 期刊。CCF 推荐分类：PR 是 B 类；PRL 是 C 类。一般，PR 在行业里还是比较认可的。博士毕业，还是要发几篇像 PR 这样的期刊。17年的影响因子 Impact Factor：PR 是 4.582，从13年以来，一直以很快的速度上涨；PRL 是 1.995，也是在一直增长。期刊性质：PR 和 PRL 是一个 Publisher ，区别是 PRL 原本的意图是发表短少精炼、周期短的论文，而 PR 是复杂长篇、周期长的论文或文章。但逐渐的 PR 也开始发表短文章。对比来看， PRL 比上不足，比下有余，毕竟是 CCF C 类。

可以投一些图形图像处理方面的论文。