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土木工程学报英语

2023-12-06 10:22 来源:学术参考网 作者:未知

土木工程学报英语

Hu Jianxin. Tension, Tang Guangwu, et al. Present situation of seismic design of pile foundation in liquefiable field [J]. world bridge, 2008 (1): 14-17.. (in Chinese): 11
Wang Qing Qiao, Xiao Wei, Wang Junjie. The bridge pile damage characteristics and failure mechanism of [J]. earthquake disaster prevention technology, 2009, 4 167-173.
Li Yurun. Transverse dynamic response of pile foundation in liquefiable soil [D]. Research Institute of engineering mechanics, China Earthquake Administration, 2006.
Qi Chunxiang. During liquefaction of saturated sands soil pile interaction on p-y curve [D]. Tianjin University, 2008.
Ling Xianchang, Tang Liang. The lateral response of piles in liquefiable ground in progress model of p-y curve analysis in mechanical [J]. 2010, 40 250-262.
Xianchang Ling, Wang Chen, Wang Zhiqiang, et al. Free ground liquefaction. Large scale shaking table model test of earthquake engineering and engineering vibration, 2003, 23 138 - 14363
Zhang Jianmin, Wang Gang. Analysis of the foundation of large post liquefaction deformation of pile - soil interaction is considered. Journal of Tsinghua University (NATURAL SCIENCE EDITION), 2004, 44 429 - 432
Yuan Xiaoming, Li Yurun, sun Rui. The response mechanism of pile foundation in liquefiable soil under seismic cyclic ground motion. Journal of civil engineering, 2008, 103 - 11076
Xianchang Ling, Tang Liang, Gao Xia. Bridge Piles in liquefiable ground acceleration vibration test and numerical simulation. Journal of Harbin Institute of Technology, 2008,40 1546 - 1551
Tang Liang, Ling Xianchang, Xu Peng Ju, et al. Liquefiable ground high cap pile soil bridge structure interaction vibration test China [J]. Journal of highway and transport, 2010, 23 (4): 51-57.
Qian Deling, Zhang Zehan, Dai Qiquan, et al. Liquefied high-rise building pile foundation dynamic response [J]. Journal of rock mechanics and engineering test on 2015, 34 (12): 2572-2579.
Su Lei Ling, Xianchang, Tang Liang, et al. Liquefiable ground bridge of pile foundation dynamic testing of vibration response of disaster prevention and mitigation engineering [J]. 2015, V.35 (2): 186-191.
Zhang Xinlei, Wang Zhihua, Xu Zhenwei, et al. Dynamic model test of dynamicresponse of pile groups under large displacement conditions [J]. engineering mechanics, 2016, 33 (5): 150-156. (in Chinese)
Yang Runlin, Qiao Chunming, ZHANG, Xiao-yu, et al. Shaking table test study on seismic response of pile foundation in liquefiable ground [J]. Journal of University of Science and Technology Beijing, 2014 (1): 131-137. (in Chinese)
Kong Desen, Li Chunjie, Ling Xianchang, et al. Journal of liquefied soil pile group - soil - structure interaction seismic shaking table test on [J]. of geotechnical engineering, 2011, 33 (S2): 143-149.
48:Wang Kai, Qian Deling. Study on shaking table model test of pile soil superstructure in liquefiable field [J]. Journal of HeFei University of Technology: Natural Science Edition, 2011, 34 (11): 1687-1691.
49 :for Xu Peng, Hu Qingli, Ling Xianchang. Journal of soil liquefaction single seismic pile soil bridge structure interaction of large scale shaking table test study of [J]. in civil engineering, 2010 (S2): 327-332.

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.

土木与环境工程学报(中英文)好投吗

土木与环境工程学报不好投的。根据查询相关公开信息显示,土木与环境工程学报投标的通过率是百分之五,机会非常小的,难度系数很高。

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