1671-3664
2005 Issue 2
Foreword
George W. Housner
George W. Housner
..............page:Ⅰ
..............page:Ⅲ
Recording-based identification of site liquefaction
Hu Yuxian;Zhang Yushan;Liang Jianwen;Ray Ruichong Zhang
Hu Yuxian;Zhang Yushan;Liang Jianwen;Ray Ruichong Zhang
..............page:181-189
Representation of near-fault pulse-type ground motions
Xie Lili;Xu Longjun;Adrian Rodriguez-Marek
Xie Lili;Xu Longjun;Adrian Rodriguez-Marek
..............page:191-199
Identification of acceleration pulses in near-fault ground motion using the EMD method
Zhang Yushan;Hu Yuxian;Zhao Fengxin;Liang Jianwen;Yang Caihong
Zhang Yushan;Hu Yuxian;Zhao Fengxin;Liang Jianwen;Yang Caihong
..............page:201-212
Neural network analysis of overturning response under near-fault type excitation
Nikos Gerolymos;Marios Apostolou;George Gazetas
Nikos Gerolymos;Marios Apostolou;George Gazetas
..............page:213-228
Measurement of six degree-of-freedom ground motion by using eight accelerometers
Yang Zhenyu;Shen Yi;Liu Zhiyan
Yang Zhenyu;Shen Yi;Liu Zhiyan
..............page:229-232
Green's functions for uniformly distributed loads acting on an inclined line in a poroelastic layered site
Liang Jianwen;You Hongbing
Liang Jianwen;You Hongbing
..............page:233-241
Constant-ductility strength demand spectra for seismic design of structures
Zhai Changhai;Xie Lili
Zhai Changhai;Xie Lili
..............page:243-250
Earthquake safety assessment of concrete arch and gravity dams
Lin Gao;Hu Zhiqiang
Lin Gao;Hu Zhiqiang
..............page:251-264
Seismic rehabilitation and analysis of Chaohe earth dam
Lei Fu;Xiangwu Zeng
Lei Fu;Xiangwu Zeng
..............page:265-273
Extreme value distribution and reliability of nonlinear stochastic structures
Chen Jianbing;Li Jie
Chen Jianbing;Li Jie
..............page:275-286
Modified precise time step integration method of structural dynamic analysis
Wang Mengfu;Zhou Xiyuan
Wang Mengfu;Zhou Xiyuan
..............page:287-293
An operational modal analysis method in frequency and spatial domain
Wang Tong;Zhang Lingmi;Tamura Yukio
Wang Tong;Zhang Lingmi;Tamura Yukio
..............page:295-300
Studies on structural vibration control with MR dampers using μGA
Li Hongnan;Chang Zhiguo;Song Gangbing
Li Hongnan;Chang Zhiguo;Song Gangbing
..............page:301-304
Test and numerical simulation of a new type of hybrid control technique
Meng Qingli;Zhang Minzheng;Cheng Dong
Meng Qingli;Zhang Minzheng;Cheng Dong
..............page:305-310
Experimental study on full-scale steel beam-to-column moment connections
Qian Jiaru;Yu Haiqun;Yan Feng;Dong Hai;Li Jianhua;Liu Yueming
Qian Jiaru;Yu Haiqun;Yan Feng;Dong Hai;Li Jianhua;Liu Yueming
..............page:311-323
Transient response of a beam on viscoelastic foundation under an impact load during nondestructive testing
Lu Sun;Feiquan Luo;Tung-Huei Chen
Lu Sun;Feiquan Luo;Tung-Huei Chen
..............page:325-333
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..............page:封三
..............page:封四