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1
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 ,
2
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 ,
3
Practical Second-Order Inelastic Analysis for Three-Dimensional Steel Frames
Practical Second-Order Inelastic Analysis for Three-Dimensional Steel Frames
Wai-Fah Chen, Seung-Eock Kim, Se-Hyu Choi, | The Korean Society of Steel Structures | 2001 ,
4
Elastic and Inelastic Response Spectra Considering the Nonlinearity of the Underlying Soil due to Weak and Moderate Earthquakes
Elastic and Inelastic Response Spectra Considering the Nonlinearity of the Underlying Soil due to Weak and Moderate Earthquakes
Yong Seok Kim, | 대한건축학회 | 2004 ,
5
Design and Inelastic Behavior of Hyperbolic Cooling Tower
Design and Inelastic Behavior of Hyperbolic Cooling Tower
Hyun-ock Jang,Chang-shik Min, | 대한토목학회 | 2001 ,
6
Progressive Inelastic Deformation Characteristics of Cylindrical Structure with Plate-to-Shell Junction Under Moving Temperature Front
Progressive Inelastic Deformation Characteristics of Cylindrical Structure with Plate-to-Shell Junction Under Moving Temperature Front
Hyeong-Yeon Lee,Jong-Bum Kim,Jae-Han Lee, | 대한기계학회 | 2003 ,
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