Presentation Information
[I-164]Study on the effect of initial imperfections in the analysis of the load-bearing capacity of a long-span cable-stayed bridge
*Junichi Fukuoka1, Masaaki Isa1, Masatsugu Shinohara1, Masahiro Hattori2, Kazuya Magoshi3 (1. Hanshin Expressway Company Limited, 2. Hanshin Expressway Research Institute for Advanced Technology, 3. Earthquake Engineering Research Center)
Keywords:
Osaka Bayside Highway West Extension,Multi-span continuous cable-stayed bridge,Shell Model,Initial irregularities,Load-bearing capacity analysis