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11
Effective Distortional Stiffness Ratio and Spacing of Intermediate Diaphragms in Steel Box Girder Bridges
Effective Distortional Stiffness Ratio and Spacing of Intermediate Diaphragms in Steel Box Girder Bridges
Nam-Hoi Park, Ki-Yong Yoon, Sun-Kyu Cho, Young Jo, | The Korean Society of Steel Structures | 2004 ,
12
Behavior of Steel Box Girder Support Diaphragm on Vertical Stiffener Length
Behavior of Steel Box Girder Support Diaphragm on Vertical Stiffener Length
Woo Jun Kim, Jong-Ryeol Kim, Sung-Kwon Lee, Kyoun, | The Korean Society of Steel Structures | 2004 ,
13
Statistical Study and Evaluation of Ductility Factors for Elastic Perfectly Plastic SDOF Systems in Stiff Soils
Statistical Study and Evaluation of Ductility Factors for Elastic Perfectly Plastic SDOF Systems in Stiff Soils
Cheol-Kyu Kang, Byong-Jeong Choi, | The Korean Society of Steel Structures | 2004 ,
14
Behavior of Stiffened Plates Subjected to In-Plane Loading
Behavior of Stiffened Plates Subjected to In-Plane Loading
Takashi Hara, Tsunemi Shigematsu, Toko Hashimoto,, | The Korean Society of Steel Structures | 2003 ,
15
Cyclic Performance of Stiffened Square Box Columns with Thickness Tapered Plates
Cyclic Performance of Stiffened Square Box Columns with Thickness Tapered Plates
Yuhshi Fukumoto, Minoru Uenoya, Masaki Nakamura,, | The Korean Society of Steel Structures | 2003 ,
16
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 ,
17
Propagation of Long Cracks in Stiffened Box-sections under Bending and Stiffened Single Panels under Axial Tension
Propagation of Long Cracks in Stiffened Box-sections under Bending and Stiffened Single Panels under Axial Tension
Robert J. Dexter, Hussam N. Mahmoud, Paul Pilarski, | The Korean Society of Steel Structures | 2005 ,
18
Shear modulus and stiffness of brickwork masonry : An experimental perspective
Shear modulus and stiffness of brickwork masonry : An experimental perspective
Vlatko Z. Bosiljkov, Yuri Z. Totoev, John M. Nich, | 국제구조공학회(TECNO-PRESS) | 2005 ,
19
Effect of varying the size of flatbar stiffeners on the buckling behaviour of thin cylinders on local supports
Effect of varying the size of flatbar stiffeners on the buckling behaviour of thin cylinders on local supports
Wesley Vanlaere, Rudy Van lmpe, Guy Lagae, Thomas, | 국제구조공학회(TECNO-PRESS) | 2005 ,
20
Design of Longitudial Stiffeners on Box Girder Flanges
Design of Longitudial Stiffeners on Box Girder Flanges
Chai H. Yoo, | The Korean Society of Steel Structures | 2001 ,
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