上海交通大学学报

上海交通大学学报 ›› 2001, Vol. 35 ›› Issue (10): 1512-1516.doi: 10.16183/j.cnki.jsjtu.2001.10.017

所属专题： 王建华教授学报发文专辑

• •    

黄浦江过江隧道的动力抗震分析

杨辉, 陆建飞, 王建华, 张庆华   

  1. 上海交通大学建筑工程与力学学院，上海 　200030
  • 收稿日期:2000-07-19 出版日期:2001-10-01 发布日期:2021-04-25
  • 作者简介:杨辉　1972年生. 1994、1997年分别于北方交通大学机械工程系获学士、硕士学位，现为上海交通大学建筑工程与力学学院博士研究生.主要研究兴趣: 刚柔耦合多体系统动力学、振动测量试验。|陆建飞　男, 1967年生. 2000年于上海交通大学获博士学位，现在江苏理工大学任教.从事岩土力学、固体力学的研究.发表学术论文10余篇.|王建华　男, 1959年生. 1992年于同济大学地下系获博士学位，现为上海交通大学土木建筑工程系副主任、教授、博士生导师.主要从事岩土工程数值方法研究. 发表学术论文50余篇。

Vibration Analysis of a Subaqueous Tunnel of Huangpu River during Earthquake

YANG Hui, LU Jian-fei, WANG Jian-hua, ZHANG Qin-hua   

  1. School of Civil Eng. and Mechanics, Shanghai Jiaotong Univ. , Shanghai 200030, China
  • Received:2000-07-19 Online:2001-10-01 Published:2021-04-25

RichHTML

140

PDF (PC)

596

摘要：

借鉴日本东京湾的隧道分析方法，提出了适合于本课题的隧道分析的计算模型，即用等效质量-弹簧系统代替地基切片，隧道用能承受剪力、弯矩和轴力的梁代替．数值仿真表明，隧道与风井接头处的轴力、角位移、剪力较大．如果总体设计允许的话，建议各段隧道的长度不宜相差太大，以减小地震波作用下隧道接头的动力相对位移和内力．

关键词: 沉管隧道, 抗震设计, 振动分析, 多体系统动力学

Abstract:

A spring-mass model was presented for numerical analysis of the response of a tunnel under the Huangpu River to actual earthquakes. In this model the soil is divided into many strips and each strip is simplified to a mass-spring system. The tunnel is treated as several beams connected by linear springs in longitudinal and lateral directions. The tunnel is connected with the soil also by linear springs in the same two directions. So the total tunnel-soil system is simplified to a rigid multibody system. The vibration response of this system during earthquake can be obtained by a computer program DAMB. From the numerical results it is recommended that every segment of the tunnel should be in the same length in order to reduce the no nuniform displacement and stress between the tunnel segments.

Key words: subaqueous tunnel, antiseismic design, vibration analysis, multibody system dynamics

中图分类号: