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1
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 ,
2
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 ,
3
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 ,
4
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 ,
5
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 ,
6
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 ,
7
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 ,
8
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 ,
9
The Bearing Strength of Connections Between Steel Coupling Beam and Reinforced Concrete Shear Walls
The Bearing Strength of Connections Between Steel Coupling Beam and Reinforced Concrete Shear Walls
Hyun Do Yun, Wan Shin Park, Min Ki Han, | 대한건축학회 | 2005 ,
처음1마지막
1
Connection Science
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2
Connections (National Institute on Aging)
National Institute on Aging [, ]
3
Connections Online
American Medical Women's Association [, ]
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Native American Connections
Hispanic Times Enterprises [, ]
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Techniques: Making Education & Career Connections
Association for Career & Technical Education [, ]