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浏览/检索结果: 共6条，第1-6条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations 期刊论文 Tehnicki Vjesnik, 2016, 卷号: 23, 期号: 2, 页码: 465-475 作者:  Zhang, Jin;  Jia, Hong Yu;  Zheng, Shi Xiong;  Qin, Shiqiang;  Zhang, Keyue 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/04 high-pier railway bridge  incoherence effect  non-stationary stochastic excitation  pseudo-excitation method  wave-passage effect   Random vibration of an elastic half-space subjected to a moving stochastic load 期刊论文 COMPUTERS & STRUCTURES, 2016, 卷号: 168, 页码: 92-105 作者:  Si, L. T.;  Zhao, Y.;  Zhang, Y. H.;  Ouyang, H. 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/09 Elastic half-space  Moving stochastic load  Non-stationary random vibration  Pseudo-excitation method  Adaptive quadrature method  Wave   Harmonic wavelets based excitation–response relationships for linear systems: A critical perspective 期刊论文 Probabilistic Engineering Mechanics, 2015, 卷号: 44, 页码: 163-173 作者:  Spanos, Pol D.;  Kong, Fan*;  Li, Jie;  Kougioumtzoglou, Ioannis A. 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/04 Generalized harmonic wavelet  Non-stationary stochastic process  Power spectral density  Joint time–frequency analysis  Random vibration   Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform 期刊论文 EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2014, 卷号: 13, 期号: 1, 页码: 101-111 作者:  Han Jianping;  Zheng Peijuan;  Wang Hongtao 收藏  |  浏览/下载：6/0  |  提交时间：2019/11/15 modal parameter identification  damage diagnosis  Hilbert-Huang transform  natural excitation technique  stochastic subspace identification  random decrement method  shaking table test   Stochastic vibration of the vehicle-bridge system subject to non-uniform ground motions 期刊论文 VEHICLE SYSTEM DYNAMICS, 2014, 卷号: 52, 页码: 410-428 作者:  Zhu, D. Y.;  Zhang, Y. H.;  Kennedy, D.;  Williams, F. W. 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/09 vehicle-bridge system  earthquake  track irregularity  non-stationary  pseudo-excitation method   The stochastic seismic response of the central-single-layer and peripheral- double-layer reticulated shell (CPCI-S收录) 会议论文 Advances in Structural Engineering:Theory and Applications Vols 1 and 2 作者:  Wei, De-Min;  Du, Yuan-Zeng 收藏  |  浏览/下载：0/0  |  提交时间：2019/04/18 single-double layer reticulated dome  seismic response  non-stationary random vibration  pseudo excitation method