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Zhang Yahui
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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Paper Publications
[291]马长飞, 谭平, 张亚辉, 周福霖.考虑P-△效应的柱顶隔震结构的动力响应分析[A],2010,230-234
[292]马长飞, 谭平, 张亚辉, 周福霖.考虑P-Δ效应的柱顶隔震结构的动力响应分析[J],土木工程学报,2010,S1:230-234
[293]Zhang, Z. C., Lin, J. H., Y. H., Howson, W. P., Williams, F. W., Zhao, Y., YH (reprint author), Dalian Univ Technol, Dept Engn Mech, State Key Lab Struct Anal Ind Equipment, Fac Vehicle Engn & Mech, Dalian 116023, Peoples R China..Non-stationary random vibration analysis for train bridge systems subjected to horizontal earth...[J],ENGINEERING STRUCTURES,2010,32(11):3571-3582
[294]张志超, 张亚辉, 林家浩.考虑行波效应的车桥系统地震响应分析[J],地震工程与工程振动,2010,30(4):8-16
[295]徐文涛, 张亚辉, 林家浩, Zhang, Y., State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China, email: zhangyh@dlut.edu.cn.基于虚拟激励法的车辆振动灵敏度分析及优化[J],机械强度,2010,32(3):347-352
[296]Zhang, Z. C., Lin, J. H., Y. H., Howson, W. P., Williams, F. W., YH (reprint author), Dalian Univ Technol, Fac Vehicle Engn & Mech, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China..Non-stationary random vibration analysis of three-dimensional train-bridge systems[J],VEHICLE SYSTEM DYNAMICS,2010,48(4):457-480
[297]张志超, 张亚辉, 林家浩, Zhang, Z., State Key Laboratory of Structural Analysis, Industrial Equipment, Dalian University of Technology, Dalian 116023, China, email: zhangzc@student.edu.cn.三维车桥耦合系统的非平稳随机振动分析[J],应用力学学报,2010,27(1):151-158
[298]Lin J.H., Zhang Y.H., Zhao Y..Pseudo excitation method and its application in seismic design and disaster mitigation of long-sp...[A],2010,2941-2948
[299]Zhang, Z. C., Lin, J. H., Y. H., Howson, W. P., Williams, F. W., YH (reprint author), Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Fac Vehicle Engn & Mech, Dalian, Peoples R China..Nonstationary random vibration, analysis of coupled vehicle-bridge systems[J],ENGINEERING COMPUTATIONS,2010,27(5-6):712-732
[300]林家浩, 张亚辉.Non-stationary random vibration analysis of coupled vehicle-bridge systems[J],Engineering Computation,2010,27(6):712-732
total346 30/35
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