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11
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 ,
12
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 ,
13
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Ioannis Vayas, | The Korean Society of Steel Structures | 2003 ,
14
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Kenichi Ohi, Takumi Ito, | The Korean Society of Steel Structures | 2003 ,
15
Seismic Design of Moment Resisting Connection
Seismic Design of Moment Resisting Connection
Ben Kato, | The Korean Society of Steel Structures | 2003 ,
16
Seismic Design of Moment Resisting Connection-Welded Flange, Bolted Web Type-
Seismic Design of Moment Resisting Connection-Welded Flange, Bolted Web Type-
Ben Kato, | The Korean Society of Steel Structures | 2003 ,
17
Steel-beam-to-concrete-filled-stell-tube-column Moment Connections in Japan
Steel-beam-to-concrete-filled-stell-tube-column Moment Connections in Japan
Toshiyuki Fukumoto, | The Korean Society of Steel Structures | 2005 ,
18
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Pedro Rojas, Maria M. Garlock, James M. Ricles, R, | The Korean Society of Steel Structures | 2005 ,
19
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 ,
20
Seismic Behavior of Steel Moment Connections with Composite Slab
Seismic Behavior of Steel Moment Connections with Composite Slab
Changbin joh, Wai-Fah Chen, | The Korean Society of Steel Structures | 2001 ,
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