Theoretical Solution to the Change of Site Predominant Period Caused by Soil Softening

摘要：

　　The site predominant period should be changed because of soil softening,which is an important parameter to reflect the dynamic characteristics of the site.In this paper,in order to acquire the theoretical solution to the site predominant period,the actual horizontal site has been simplified into two-particle system.And the influence that caused by the thickness and location of the weak layer on the site predominant period,has been analyzed.

关键词： soil softening site predominant period weak layer theoretical solution

作者: Baorong Huang Yongzhi Wang Weiming Wang Xiaoming Yuan

作者单位: Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, China

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 447-450

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）