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19 Results:SS:BEAM PP:THE KOREAN SOCIETY OF STEEL STRUCTURES 0.328 sec.
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1
Lateral Buckling of Stepped Beams under Linear Moment Gradient
Lateral Buckling of Stepped Beams under Linear Moment Gradient
Jong-Sup Park, Young Jong Kang, | The Korean Society of Steel Structures | 2004 ,
2
End-Cross Beam Reinforcement against Traffic-Induced High-Frequency Vibration of Steel Twin-Girder Bridge
End-Cross Beam Reinforcement against Traffic-Induced High-Frequency Vibration of Steel Twin-Girder Bridge
Chul-Woo Kim, Mitsuo Kawatani, | The Korean Society of Steel Structures | 2003 ,
3
Lateral-Torsional and Local Instability of Steel Beams Subjected to Large Cyclic Loading
Lateral-Torsional and Local Instability of Steel Beams Subjected to Large Cyclic Loading
Masayoshi Nakashima, Dawei Liu, Iori Kanao, | The Korean Society of Steel Structures | 2003 ,
4
Influence of Details and Flaws of Beam-to-Column Connection on Strength and Deformability
Influence of Details and Flaws of Beam-to-Column Connection on Strength and Deformability
Ban Kato, | The Korean Society of Steel Structures | 2003 ,
5
Cyclic Behavior of Beam-to-Concrete Filled Steel Tube Column Connections
Cyclic Behavior of Beam-to-Concrete Filled Steel Tube Column Connections
Cheol-Hwan Kim, E. T. Lee, | The Korean Society of Steel Structures | 2005 ,
6
Design of Through Beam Connection Detail for Connecting Steel Beams to Circular Concrete-Filled Steel Tube Columns
Design of Through Beam Connection Detail for Connecting Steel Beams to Circular Concrete-Filled Steel Tube Columns
Atorod Azizinamini, | The Korean Society of Steel Structures | 2005 ,
7
Structural Characteristics of H-shaped Beam-to-Square Tube Column Connection with Vertical Stiffeners
Structural Characteristics of H-shaped Beam-to-Square Tube Column Connection with Vertical Stiffeners
Junich Kimura, Jinan Chung, Chiaki Matsui, Sungmo, | The Korean Society of Steel Structures | 2005 ,
8
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 ,
9
Advantages of Twin I Beams Composite Solutions for Highway and Railway Bridges
Advantages of Twin I Beams Composite Solutions for Highway and Railway Bridges
S. Montens, J.C. Vollery, Jong-Hwa Park, | The Korean Society of Steel Structures | 2003 ,
10
Elasto-Plastic Behavior of "New Composite Beam System"
Elasto-Plastic Behavior of "New Composite Beam System"
Ilseung Yang, Yasuhisa Tagawa, Isao Nishiyama, | The Korean Society of Steel Structures | 2003 ,
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