首页 | 本学科首页   官方微博 | 高级检索  
     检索      

惯性荷载和地震荷载作用下单桩横向非线性动力响应简化分析
引用本文:刘忠,沈蒲生,陈铖.惯性荷载和地震荷载作用下单桩横向非线性动力响应简化分析[J].中国公路学报,2005,18(3):66-69.
作者姓名:刘忠  沈蒲生  陈铖
作者单位:1. 湖南大学,土木工程学院,湖南,长沙,410082;湘潭大学,土木工程与力学学院,湖南,湘潭,411105
2. 湖南大学,土木工程学院,湖南,长沙,410082
3. 湘潭大学,土木工程与力学学院,湖南,湘潭,411105
基金项目:湖南省教育厅资助项目(01C086)
摘    要:根据已建立的地基土—单桩系统横向非线性动力响应简化分析模型和计算方法,讨论了动力荷载作用下单桩横向非线性惯性响应以及地震作用下单桩横向非线性运动响应,采用两个非线性运动响应因子表征地基土—单桩系统运动响应的非线性特性。计算结果表明:该模型不仅能够模拟在(准)静态单调循环荷载和简谐荷载作用下的单桩横向非线性惯性响应,而且可以反映地震过程中地基土—单桩系统横向非线性运动响应的基本特征。

关 键 词:桥梁工程  单桩横向非线性动力响应  有限元方法  惯性响应  运动响应
文章编号:1001-7372(2005)03-0066-04
修稿时间:2004年9月10日

Simplified analysis for lateral nonlinear dynamic response of single pile under inertial and seismic loads
LIU Zhong,SHEN Pu-sheng,CHEN Cheng.Simplified analysis for lateral nonlinear dynamic response of single pile under inertial and seismic loads[J].China Journal of Highway and Transport,2005,18(3):66-69.
Authors:LIU Zhong  SHEN Pu-sheng  CHEN Cheng
Abstract:The lateral nonlinear inertial response and kinematic responses of single pile under dynamic and seismic loads are discussed according to the developed simplified model and computational methods.Two nonlinear kinematic response factors are utilized to represent nonlinear characteristics of the kinematic response in the soil-single pile system.The predicted results show that not only the simplified model and computational methods can simulate the lateral nonlinear inertial response of single pile under the quasi-static monotonic cyclic load and harmonic loads but also reflect the fundamental characters of the lateral nonlinear kinematic response in the soil-single pile system during the seismic motion.
Keywords:bridge engineering  lateral nonlinear dynamic response of single pile  finite element method  inertial response  kinematic response
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号