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11
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Hong Chen,Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
12
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 ,
13
Experimental Investigation of Column-to-Footing Connections for High-Strength Vanadium Steel Concrete Filled Tube Construction
Experimental Investigation of Column-to-Footing Connections for High-Strength Vanadium Steel Concrete Filled Tube Construction
Angela Kingsley, Travis Williams, Dawn Lehman, Ch, | The Korean Society of Steel Structures | 2005 ,
14
Experimental Study on Seismic Performance Improvement of Concrete-filled Tubular Square Column-to-Beam Connections with Combined Cross-diaphragm
Experimental Study on Seismic Performance Improvement of Concrete-filled Tubular Square Column-to-Beam Connections with Combined Cross-diaphragm
Sung-Mo Choi, Dae-Joong Kim, Jin-Ho Kim, Seong-Hu, | The Korean Society of Steel Structures | 2005 ,
15
Steel-beam-to-concrete-filled-stell-tube-column Moment Connections in Japan
Steel-beam-to-concrete-filled-stell-tube-column Moment Connections in Japan
Toshiyuki Fukumoto, | The Korean Society of Steel Structures | 2005 ,
16
The Structural Behavior of Anchor Connections for the Cold-Formed Steel Roof Truss
The Structural Behavior of Anchor Connections for the Cold-Formed Steel Roof Truss
Young-Bong Kwon, Seung Won Kang, Young Hyun Choi, | The Korean Society of Steel Structures | 2005 ,
17
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 ,
18
An Investigation into Deformation Characteristics of Lapped Connections between Cold-formed Steel Z Sections
An Investigation into Deformation Characteristics of Lapped Connections between Cold-formed Steel Z Sections
K. F. Chung, H. C. Ho, A. J. Wang, | The Korean Society of Steel Structures | 2005 ,
19
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Pedro Rojas, Maria M. Garlock, James M. Ricles, R, | The Korean Society of Steel Structures | 2005 ,
20
Modeling of cyclic joint shear deformation contributions in RC beam-column connections to overall frame behavior
Modeling of cyclic joint shear deformation contributions in RC beam-column connections to overall frame behavior
Myoungsu Shin, James M. LaFave, | 국제구조공학회(TECNO-PRESS) | 2004 ,
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Connection Science
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Connections Online
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Native American Connections
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Techniques: Making Education & Career Connections
Association for Career & Technical Education [, ]