Strategic Study of CAE >> 2012, Volume 14, Issue 5
Influence of soil foundation interaction simulation method on seismic response of Taizhou Bridge
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Next Previous
Abstract
Three different models are discussed in this paper, which are consolidation single tower model with body flexibility considered, linear single tower model based on m analysis method and nonlinear single tower model based on p-y curve analysis method, respectively. Seismic responses of these models are analyzed under ground motion inputs of El-Centro Earthquake and Kobe Earthquake and the calculation results are compared in this paper. The result turns out that the simulation method of linear single tower model of open caisson based on m analysis method produces larger structual response than that of the nonlinear single tower model based on p-y curve analysis method. While the simulation method of linear single tower model of pile group foundation based on m analysis method matches very well with that of nonlinear single tower method based on py curve analysis method.
References
[ 1 ] 邓育林.大跨多塔悬索桥抗震理论中若干关键问题的研究[D].上海:同济大学,2008.
[ 2 ] 中华人民共和国铁道部.TB10002.5-2005铁路桥涵地基和基础设计规范[S],北京:中国铁道出版社,2005.
[ 3 ] 中华人民共和国交通部.JTGD63-2007公路桥涵地基与基础设计规范[S].北京:人民交通出版社,2007.
[ 4 ] American Petroleum Institute.Recommended practice for planning,designing,and constructing fixed offshore platforms[S].Washington DC:API Publishing Services,1989.
[ 5 ] 同济大学土木工程防灾国家重点实验室.泰州长江公路大桥抗震研究报告[R].2011.