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31
Optimal Design of Semi-Rigid Steel Frames using Practical Nonlinear Inelastic Analysis
Optimal Design of Semi-Rigid Steel Frames using Practical Nonlinear Inelastic Analysis
Se-Hyu Choi, Seung-Eock Kim, | The Korean Society of Steel Structures | 2006 ,
32
Analysis of Steel Moment Frames with Deformable Panel Zones
Analysis of Steel Moment Frames with Deformable Panel Zones
K. D. Hjelmstad, G. Haikal, | The Korean Society of Steel Structures | 2006 ,
33
On the Advanced Analysis of Steel Frames Allowing for Flexural, Local and Lateral-torsional Buckling
On the Advanced Analysis of Steel Frames Allowing for Flexural, Local and Lateral-torsional Buckling
S. L. Chan, C. K. Iu, | The Korean Society of Steel Structures | 2006 ,
34
Plastic Analysis of Steel Frames with Unsymmetrical Sections
Plastic Analysis of Steel Frames with Unsymmetrical Sections
W. S. King, L. Duan, W. F. Chen, | The Korean Society of Steel Structures | 2006 ,
35
Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification
Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification
Donald W. White, Andrea E. Surovek, Bulent N. Ale, | The Korean Society of Steel Structures | 2006 ,
36
Modal Analysis of Rotating Beam Structures Having Complex Configurations Employing Multi-Reference Frames
Modal Analysis of Rotating Beam Structures Having Complex Configurations Employing Multi-Reference Frames
Jung Min Kim, Hong Hee Yoo, | 대한기계학회 | 2006 ,
37
Experimental study and modeling of masonry-infilled concrete frames with and without CFRP jacketing
Experimental study and modeling of masonry-infilled concrete frames with and without CFRP jacketing
Chao-Hsun Huang, Yu-Chi Sung, Chi Hsin Tsai (Tai, | 국제구조공학회(TECNO-PRESS) | 2006 ,
38
Overall Stabilities of Locally Heated Steel Frames under Fire
Overall Stabilities of Locally Heated Steel Frames under Fire
Hiroyuki Suzuki, Ruangtananurak Nara, Hirohumi Fu, | The Korean Society of Steel Structures | 2003 ,
39
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Kenichi Ohi, Takumi Ito, | The Korean Society of Steel Structures | 2003 ,
40
Model Updating and Joint Damage Assessment for Steel Frame Sturctures Using Structural Identification Techniques
Model Updating and Joint Damage Assessment for Steel Frame Sturctures Using Structural Identification Techniques
Jae-Hak Yi, Chung-Bang Yun, Maria Q. Feng, | The Korean Society of Steel Structures | 2003 ,
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FRAME KOREA
동양물산기업㈜문화사업부 [인테리어, 디자인, 매거진, 브로셔, 광고, 건축,, ]
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Mainframe Computing
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