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

沉管隧道横向动力响应分析的多体动力学方法
引用本文:申中原,禹海涛,袁勇.沉管隧道横向动力响应分析的多体动力学方法[J].力学与实践,2016,38(1):63-71.
作者姓名:申中原  禹海涛  袁勇
作者单位:1. 同济大学地下建筑与工程系, 上海 200092; 2. 南阳理工学院土木工程学院, 河南南阳 473004; 3. 同济大学岩土及地下工程教育部重点实验室, 上海 200092; 4. 同济大学土木工程防灾国家重点实验室, 上海 200092
基金项目:国家自然科学基金,上海市科学技术委员会,中央高校基本科研业务费专项资金
摘    要:沉管隧道横向地震响应分析是沉管隧道结构抗震设计的重点.根据沉管隧道的结构特点和接头剪力键的节点构造,建立了沉管隧道的多刚体-剪切铰-黏性阻尼铰多体动力学模型,并应用多体动力学中的离散时间传递矩阵法(multibody system discrete time transfer matriX method,MS—DT-TMM)建立了数学模型及表达式,同时编写Matlab程序进行求解实现.设定算例分别采用MS—DT—TMM和传统有限元法(finite element method,FEM)对沉管隧道横向地震响应进行对比分析,两者吻合较好,表明MS—DT-TMM应用于沉管隧道横向动力响应分析的可行性和有效性.

关 键 词:沉管隧道  横向地震响应  多体动力学  离散时间传递矩阵法  动力分析
收稿时间:2015-08-21

MULTIBODY DYNAMICS METHOD FOR TRANSVERSE SEISMIC RESPONSE ANALYSIS OF IMMERSED TUNNELS
Shen Zhongyuan,Yu Haitao,Yuan Yong.MULTIBODY DYNAMICS METHOD FOR TRANSVERSE SEISMIC RESPONSE ANALYSIS OF IMMERSED TUNNELS[J].Mechanics and Engineering,2016,38(1):63-71.
Authors:Shen Zhongyuan  Yu Haitao  Yuan Yong
Institution:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. School of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, Henan, China; 3. Key Laboratory of Geotechnical and Underground Engineering of Ministry, Tongji University, Shanghai 200092, China; 4. State Laboratory of Disaster Reduction of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:The transverse seismic response analysis of immersed tunnels is the key for the seismic design of immersed tunnel structures. According to the structure characteristics of immersed tunnels and the dynamic shear performance of the joints, a multibody dynamic model composed of the multi-rigid body, the shear hinge, and the viscous damping hinge is proposed for immersed tunnels based on reasonable assumptions. The mathematical models and formulae of each element and the system are deduced based on the discrete time transfer matrix method (MS-DT-TMM) of the multibody dynamics theory. The new method is applied in an example. The results agree well with benchmark simulation results from the finite element method (FEM). This method could provide a rapid seismic analysis for the transverse dynamic response of immersed tunnels.
Keywords:immersed tunnels  seismic response  multibody dynamics  discrete time transfer matrix method  dynamic analysis
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《力学与实践》浏览原始摘要信息
点击此处可从《力学与实践》下载免费的PDF全文
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