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21
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 ,
22
Structural Concept, Design and Construction of Sapporo Dome
Structural Concept, Design and Construction of Sapporo Dome
Masayoshi Nakai, Mutsuro Sasaki, Yoshio Tanno, Os, | The Korean Society of Steel Structures | 2003 ,
23
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 ,
24
Experimental Research on Steel Beam to Concrete Wall Joints under Cyclic Loading
Experimental Research on Steel Beam to Concrete Wall Joints under Cyclic Loading
Guo-Qiang Li, Bing Qu, Fei-Fei Sun, Goman W. M. H, | The Korean Society of Steel Structures | 2003 ,
25
Experimental Study on the Shear and the Seismic Capacities within Panel Zone for Asymmetric Steel Composite Beam with Web Openings
Experimental Study on the Shear and the Seismic Capacities within Panel Zone for Asymmetric Steel Composite Beam with Web Openings
Young-Kyu Ju, Sang-Dae Kim, Do-Hyun Kim, | The Korean Society of Steel Structures | 2003 ,
26
Low-Cycle Fatigue of Steel Frames under Seismic Loading
Low-Cycle Fatigue of Steel Frames under Seismic Loading
Peter Skuber, Darko Beg, | The Korean Society of Steel Structures | 2003 ,
27
Equivalent Elastic Analysis of Profiled Metal Decking Using Finite Element Method
Equivalent Elastic Analysis of Profiled Metal Decking Using Finite Element Method
E. Ahmed, W.H. Wan Badaruzzaman, | The Korean Society of Steel Structures | 2003 ,
28
Effects of Vertical-Stiffener-End-Gaps on Ultimate Sttrength of Girders under Shear
Effects of Vertical-Stiffener-End-Gaps on Ultimate Sttrength of Girders under Shear
Ichiro Okura, Yoshifumi Ohta, Yoshihiro Fujimori, | The Korean Society of Steel Structures | 2003 ,
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