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铁道学报复审需要多久

2023-12-05 20:56 来源:学术参考网 作者:未知

铁道学报复审需要多久

铁道科学与工程学报好发。根据查询相关公开信息显示:铁道科学与工程学报只需要十分钟时间就可发完报,工程学预应力钢束均匀布置在四周比布置在中心具有更好的抗震性能,在墩底增设钢套管时,对节段桥墩抗震性能的提高帮助不大。钢套管厚度的变化对桥墩拟静力性能影响。

中国铁道科学和铁道科学与工程学报 哪个发论文比较快

《中国铁道科学》审稿周期3个月,见刊时间6个月;

《铁道科学与工程学报》审稿周期1~2个月,见刊时间12~14个月

都是经过小编认真整理的

权威数据,希望有所帮助

论文复审一般多久

论文可发表的刊物不同,要求越低的刊物,复审所需要的时间相对越短,比如普刊复审大概是7-30天左右,核心期刊复审大概是1-3个月左右。
复审过程中,可能会遇到很多情况,比如多名审稿人意见分歧较大,需要第三人审稿;需要实验验证,一旦遇到这些情况,论文复审所需要的时间会更久。

夏禾的论文及著作

Dynamic Interaction of Long Suspension Bridges with Running Trains Journal of Sound and Vibration SCI、EI[1] Dynamic Analysis of Train-Bridge System and Its Application in Steel Girder Reinforcement,Journal of Computers & Structures,SCI,2001[2] Dynamic behavior of high-speed railway tracks Proceedings of ICTTS,EI,2001[3] Dynamic analysis of train-bridge system under random excitations,Stochastic,Structural Dynamics,ISTP,1998[4] Dynamic responses of railway bridges under high speed trains,Advances in Structural Dynamics,ISTP,1995[5]Experimental study on train-induced vibrations of environments and buildings,MCCI2000,ISTP[6] Traffic-induced vibrations and their influences on surrounding environments,MCCI2000,ISTP,2000[7] Vibration Effects of Light-Rail Train-Viaduct System on Surrounding Environment,Int. Journal of Structural Stability and Dynamics,2002[8] 车桥耦合系统在随机激励下的动力分析及其应用,工程力学,2002[9] 大跨度悬索桥在风与列车荷载同时作用下的动力响应分析,铁道学报,2002[10] 单室薄壁箱梁考虑偏载影响的活载加载计算分析,土木工程学报,2004[11] 车桥耦合系统在随机激励下的动力分析及其应用,工程力学Vol.20, No.3,2003.5[12]Experimental Analysis of High Speed Railway Bridge Under Thalys Trains,J.of Sound & Vibration, 2003 (268), 103-113,SCIEI,2003.10[13]Dynamic Analysis of High Speed Railway Bridge Under Articulated Trains,J. of Computers & Structures, 2003 (81), 2467-2478,SCI,2003.10[14] Traffic-Induced Environmental Vibrations and Their Influences on Surrounding Buildings, JSEV,230-241,ISTP,2003.10[15] Problems of railway bridges induced by raising train speed and their treatment,ISSST,EI、ISTP,2002.10[16] Traffic Induced Vibrations in Permafrost Environment of Reshui Coal Mining Site, Permafrost Engineering,ISTP,2002.8[17] Vibration effects of light-rail train-viaduct system on surrounding environments, EASTS, ISTP,2001.10[18] Characteristics of traffic induced vibrations and their effects on environments, TIVC, ISTP, 2001.12[19] Dynamic response of train-suspension bridge under high wind action,TIVC,ISTP,2001.12[20]Traffic-induced ground vibrations and their influences on nearby buildings,Life and Environment,ISTP,2001.9[21]Dynamic Response of Suspension Bridge to high Wind and Running Train, J. Bridge Eng., ASCE Vol.8,No.8,2003.1[22]提速列车作用下上承式钢板梁受迫振动实验研究,工程力学Vol.19, No.5,2002.10[23]Dynamic Experiment and Analysis of A High Speed Railway Bridge Under Thalys Trains, JSEV, 392-401,ISTP,2003.10[24] Dynamic Analysis Of Cable-Stayed Bridge Subjected To Running Trains And Earthquakes, JSEV, 242-251,ISTP,2003.10[25] Safety and serviceability analysis of high speed railway bridge under thalys trains, ISSST,EI、ISTP,2002.10[26] Dynamic responses of Wuhan Tianxingzhou long Suspension Bridge Scheme under running trains,ISSST,EI、ISTP,2002.10[27] Effect of running train induced vibrations on permafrost environment,ISSST,EI、ISTP, 2002.10[28] Controlling approaches of traffic induced environmental and structural vibrations, ISSEYE,ISTP,2002.10[29] Vibration analysis of Tianxingzhou long span suspension bridge scheme, ISSEYE, ISTP,2002.10[30] Dynamic responses of train-bridge system under earthquakes,TIVC,ISTP,2001.12[31] Seismic response of continuous lame bridges considering constraint torsion effect,TIVC,ISTP,2001.12[32] 车辆与结构动力相互作用(第一版),科学出版社,2002,夏禾,张楠著[33] 车辆与结构动力相互作用(第二版),科学出版社,2005,夏禾,张楠著[34] 直线电机轮轨交通高架结构,中国科学技术出版社,2010,夏禾,郭薇薇,陶毕莲著[35] 交通环境振动工程,科学出版社,2010,夏禾等著[36] H.Xia, G. De Roeck and Jose M. Goicolea. Bridge Vibration and Control [M]. NewYork: Nova science publishers, inc, 2012.[37] Traffic Induced Environmental Vibrations and Controls: Theory and Application [M]. NewYork: Nova science publishers, inc, 2013.

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