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6 Results:SS:DESIGN PP:THE KOREAN SOCIETY OF STEEL STRUCTURES 0.218 sec.
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1
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 ,
2
Improved Seismic Design of Steel Frame Connections
Improved Seismic Design of Steel Frame Connections
Charles W. Roeder, Dawn E. Lehman and Jung Han Yoo, | The Korean Society of Steel Structures | 2005 ,
3
Design Standards for Cold-Formed Steel Framing
Design Standards for Cold-Formed Steel Framing
R. A. LaBoube, J. W. Larson, | The Korean Society of Steel Structures | 2005 ,
4
Buckling Design Analysis of Thin-walled Compressed Members with or without Perforations
Buckling Design Analysis of Thin-walled Compressed Members with or without Perforations
Nadia Baldassino, Gabriele Eccher, Riccardo Zando, | The Korean Society of Steel Structures | 2005 ,
5
Impact of Capacity Design Provisions and Period Limitations on the Seismic Design of Low-Rise Steel Buildings
Impact of Capacity Design Provisions and Period Limitations on the Seismic Design of Low-Rise Steel Buildings
R. Tremblay, C. A. Rogers, | The Korean Society of Steel Structures | 2005 ,
6
Fatigue Performance an Design Refinements of Steel Orthotropic Deck Panels Based on Full-Scale Laboratory Tests
Fatigue Performance an Design Refinements of Steel Orthotropic Deck Panels Based on Full-Scale Laboratory Tests
Paul A. Tsakopoulos, John W. Fisher, | The Korean Society of Steel Structures | 2005 ,
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