作者: Minoru MATSUO , Yoshinori DEMURA
DOI: 10.2208/JSCEJ.1984.352_129
关键词:
摘要: The structure is composed of a superstructure and foundation. foundation are designed separately in the present design method, but it an ideal that optimum carried out as one system. paper describes procedure optimization for system reliability spoil-supported structure. Each alternative decided by minimizing expected total cost whole. plate girder bridge constructed on poor ground examined case study. safety factors main girders from view point reliability.