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1
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 ,
2
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 ,
3
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 ,
4
Development of A New Design Rule for Transverse Stiffeners on Shear Web Panels
Development of A New Design Rule for Transverse Stiffeners on Shear Web Panels
이성철, | 대한토목학회 | 2000 ,
5
Optimum Shape for Buckling and Post-Buckling Behavior of a Laminated Composite Panel with I-type Stiffeners
Optimum Shape for Buckling and Post-Buckling Behavior of a Laminated Composite Panel with I-type Stiffeners
Gwang-Rog LEE,Won-Ho Yang,Myung-Won Suh, | 대한기계학회 | 2002 ,
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