PRACTICAL EFFECTIVE STRESS ANALYSIS AND DETERMINATION OF ITS DYNAMIC PROPERTY

摘要：

A practical earthquake response analysis method based on effective stress analysis is proposed. The method, to consider material nonlinearity of soil, required only soil parameters such as the dynamic deformation curve (G- γ and h- γ curve) and liquefaction strength curve in addition to elastic parameters. Both data curve are directly obtained by ordinary site investigations.

关键词： Effective stress analysis Parameter identification Free-field dynamic analysis

作者: T.Shiomi Y.Nukui F.Yagishita

作者单位: Assistant to General Manager,R&D Institute,Takenaka Corp,Chiba.Japan General Manger,R & D Center,Tokyo Electric Power Company,Kanagawa,Japan General Manager,Arch.& Struct.Eng.Operation Center,Tokyo Electrc Power

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）