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31
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 ,
32
Fracture in Steel Bridge Piers due to Earthquakes
Fracture in Steel Bridge Piers due to Earthquakes
Chitoshi Miki, Eiichi Sasaki, | The Korean Society of Steel Structures | 2005 ,
33
Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections
Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections
K. J. R. Rasmussen, T. Burns, P. Bezkorovainy, M., | The Korean Society of Steel Structures | 2005 ,
34
Web Crippling Behaviour of Cold-formed Steel Sections with Single Web
Web Crippling Behaviour of Cold-formed Steel Sections with Single Web
Ben Young, Gregory J. Hancock, | The Korean Society of Steel Structures | 2005 ,
35
Numerical Analysis of Cold-Formed Steel Membeers
Numerical Analysis of Cold-Formed Steel Membeers
Dinar Camotim, Nuno Silvestre, Pedro Borges Dinis, | The Korean Society of Steel Structures | 2005 ,
36
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 ,
37
Yield-line Analysis of cold-formed Steel Members
Yield-line Analysis of cold-formed Steel Members
B. K. J. Hiriyur, B. W. Schafer, | The Korean Society of Steel Structures | 2005 ,
38
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 ,
39
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 ,
40
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 ,
처음이전123456이후마지막
1
Asian Steel Watch
포스코경영연구원(구 포스코경영연구소) [경제학, ]
2
China Steel Monthly Brief
포스코경영연구원(구 포스코경영연구소) [경제학, ]
3
Educational Theory
Board of Trustees of the University of Illinois [, ]
4
International Journal of Steel Structures
한국강구조학회 [공학·공업일반·토목공학·환경공학, ]
5
Ironmaking & Steelmaking
Maney Publishing [, ]
6
NLRS v. Jones & Laughlin Steel Co.
Great Neck Publishing [, ]
7
Steel Industry Dispute Statement
Great Neck Publishing [, ]
8
Trustees of Dartmouth College v. Woodward
Great Neck Publishing [, ]