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1
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Ioannis Vayas, | The Korean Society of Steel Structures | 2003 ,
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
Seismic Design of Moment Resisting Connection
Seismic Design of Moment Resisting Connection
Ben Kato, | The Korean Society of Steel Structures | 2003 ,
4
Seismic Design of Moment Resisting Connection-Welded Flange, Bolted Web Type-
Seismic Design of Moment Resisting Connection-Welded Flange, Bolted Web Type-
Ben Kato, | The Korean Society of Steel Structures | 2003 ,
5
Estimation of the Flexural Moment Capacity of Externally Prestressed Concrete Members Considering Internal Indeterminacy
Estimation of the Flexural Moment Capacity of Externally Prestressed Concrete Members Considering Internal Indeterminacy
Il-Bong Kim,Young-Min You,Won-Ho Kang,Seong-Haeng, | 대한토목학회 | 2003 ,
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