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201
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Hong Chen,Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
202
On Performance-based Analysis of Buildings for Multi-Hazard Mitigation
On Performance-based Analysis of Buildings for Multi-Hazard Mitigation
George C. Lee, Suwen Chen, Guoqiang Li, Mai Tong, | The Korean Society of Steel Structures | 2004 ,
203
Experimental Study of Vierendeel Frames with LYP Steel Shear Panels
Experimental Study of Vierendeel Frames with LYP Steel Shear Panels
Sheng-Jin Chen, Ching Long Kuo, | The Korean Society of Steel Structures | 2004 ,
204
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 ,
205
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 ,
206
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 ,
207
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 ,
208
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 ,
209
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 ,
210
Practical Second-Order Inelastic Analysis for Three-Dimensional Steel Frames
Practical Second-Order Inelastic Analysis for Three-Dimensional Steel Frames
Wai-Fah Chen, Seung-Eock Kim, Se-Hyu Choi, | The Korean Society of Steel Structures | 2001 ,
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