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633 Results:AA:CHEN P 0.218 sec.
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511
Piecewise exact solution for analysis of base-isolated structures under earthquakes
Piecewise exact solution for analysis of base-isolated structures under earthquakes
C. S. Tsai, Tsu-Cheng Chiang, Bo-Jen Chen, Kuei-C, | 국제구조공학회(TECNO-PRESS) | 2005 ,
512
Damage detection of mono-coupled multistory buildings : Numerical and experimental investigations
Damage detection of mono-coupled multistory buildings : Numerical and experimental investigations
Y. L. Xu, Hongping Zhu, J. Chen, | 국제구조공학회(TECNO-PRESS) | 2004 ,
513
Nonlinear analyses of structures with added passive devices
Nonlinear analyses of structures with added passive devices
C. S. Tsai, Kuei-Chi Chen, | 국제구조공학회(TECNO-PRESS) | 2004 ,
514
The standard deviations for eigenvalues of the closed-loop systems with random parameters
The standard deviations for eigenvalues of the closed-loop systems with random parameters
Su Huan Chen, Chun Liu, Yu Dong Chen, | 국제구조공학회(TECNO-PRESS) | 2004 ,
515
Fatigue life enhancement of defective structures by bonded repairs
Fatigue life enhancement of defective structures by bonded repairs
Q. Y. Wang, N. Kawagoishi, Q. Chen, R. M. Pidapar, | 국제구조공학회(TECNO-PRESS) | 2004 ,
516
Optimization of active vibration control for random intelligent truss structures under non-stationary random excitation
Optimization of active vibration control for random intelligent truss structures under non-stationary random excitation
W. Gao, J. J. Chen, T. B. Hu, N. J. Kessissoglou,, | 국제구조공학회(TECNO-PRESS) | 2004 ,
517
Robustness analysis of vibration control in structures with uncertain parameters using interval method
Robustness analysis of vibration control in structures with uncertain parameters using interval method
Su Huan Chen, Min Song, Yu Dong Chen, | 국제구조공학회(TECNO-PRESS) | 2005 ,
518
Probabilistic shear-lag analysis of structures using Systematic RSM
Probabilistic shear-lag analysis of structures using Systematic RSM
Jin Cheng, C.S.Cai, Ru-cheng Xiao, | 국제구조공학회(TECNO-PRESS) | 2005 ,
519
Design of Ductile Seismic Moment Connections, Increased Beam Section Method and Reduced Beam Section Method
Design of Ductile Seismic Moment Connections, Increased Beam Section Method and Reduced Beam Section Method
Sheng-Jin Chen, | The Korean Society of Steel Structures | 2001 ,
520
The Continuity of Behaviors for Circular, Square and Octagonal Forms for Concrete Filled Steel Tube (CSFT) Members under Axial Compression
The Continuity of Behaviors for Circular, Square and Octagonal Forms for Concrete Filled Steel Tube (CSFT) Members under Axial Compression
Shan-Tong Zhong, Hong-Tao Cheng, Sui-Mei Zhang, | The Korean Society of Steel Structures | 2002 ,
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