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21
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 ,
22
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 ,
23
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 ,
24
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 ,
25
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 ,
26
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 ,
27
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 ,
28
Design of Ductile Seismic Moment Connections, Increased Beam Section Method and Reduced Beam Section Method
Design of Ductile Seismic Moment Connections, Increased Beam Section Method and Reduced Beam Section Method
Sheng-Jin Chen, | The Korean Society of Steel Structures | 2001 ,
29
Structural Design of CFT.column to H.beam Connection
Structural Design of CFT.column to H.beam Connection
Ben Kato, | The Korean Society of Steel Structures | 2001 ,
30
Structural Behaviour of RHS Column-to-H Beam Connection with High Strength Bolts
Structural Behaviour of RHS Column-to-H Beam Connection with High Strength Bolts
Yukihiro Harada, Tadashi Arakaki, Koji Morita, | The Korean Society of Steel Structures | 2002 ,
처음이전123456이후마지막
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Connections Online
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Journal of Interconnection Networks
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KBN Connection
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Library Media Connection
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Native American Connections
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Techniques: Making Education & Career Connections
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Technology Connection
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Vermont Nurse Connection
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