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1
Auditors' Response to Political Connections and Gronyism in Malaysia
Auditors' Response to Political Connections and Gronyism in Malaysia
Ferdinand A. Gul., | BLACKWELL PUBLISHING | 2006 ,
2
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Hong Chen, Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
3
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 ,
4
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 ,
5
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 ,
6
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 ,
7
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 ,
8
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 ,
9
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 ,
10
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 ,
처음123이후마지막
1
Connection Science
Carfax Publishing Company [, ]
2
Connections (National Institute on Aging)
National Institute on Aging [, ]
3
Connections Online
American Medical Women's Association [, ]
4
Native American Connections
Hispanic Times Enterprises [, ]
5
Techniques: Making Education & Career Connections
Association for Career & Technical Education [, ]