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181
Capacity Improvement with Dynamic Channel Assignment and Reuse Partitioning in Cellular Systems
Capacity Improvement with Dynamic Channel Assignment and Reuse Partitioning in Cellular Systems
S. L. Chen, P. H. J. Chong, | 한국통신학회 | 2006 ,
182
Plastic Analysis of Steel Frames with Unsymmetrical Sections
Plastic Analysis of Steel Frames with Unsymmetrical Sections
W. S. King, L. Duan, W. F. Chen, | The Korean Society of Steel Structures | 2006 ,
183
Application of nonlinear PID Controller in Superconducting Magnetic Energy Storage
Application of nonlinear PID Controller in Superconducting Magnetic Energy Storage
Xiaotao Peng, Shijie Cheng, Jinyu Wen, | The Korean Institute of Electrical Eng. | 2005 ,
184
Adaptive Actuator Failure Compensation Designs for Linear Systems
Adaptive Actuator Failure Compensation Designs for Linear Systems
Shuhao Chen, Gang Tao, Suresh M. Joshi, | 제어자동화시스템공학회 | 2004 ,
185
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Hong Chen, Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
186
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 ,
187
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 ,
188
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 ,
189
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 ,
190
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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1
Schenck v. United States; Baer v. United States
Great Neck Publishing [, ]