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전신열(Shin-Youl Jeon),태후타이(Tai-Huu Thai),김승억(Seung-Eock Kim) 한국철도학회 2010 한국철도학회 학술발표대회논문집 Vol.2010 No.7
An ultimate strength evaluation of the through plate girder bridge using nonlinear inelastic analysis is presented. In this method, separate member capacity checks after analysis are not required, because the stability and strength of the structural system and its component members can be rigorously treated in analysis. The method captures the inelastic redistribution of internal forces throughout a structural system, and allows an economic use of material for highly indeterminate steel bridges.