浅埋衬砌隧道-邻近建筑地震动力相互作用IBEM模拟

刘中宪; 符瞻远; 赵延喜; 孙帅杰

doi:10.13409/j.cnki.jdpme.2019.06.014

您当前的位置：

首页 >

文章列表页 >

浅埋衬砌隧道-邻近建筑地震动力相互作用IBEM模拟

论文 | 更新时间：2025-12-11

- 浅埋衬砌隧道-邻近建筑地震动力相互作用IBEM模拟
- IBEM Simulation of Seismic Dynamic Interaction between a Lined Tunnel and Adjacent Buildings
- 防灾减灾工程学报 2019年39卷第6期页码：980-989
- 作者机构：
- 作者简介：
- 基金信息：
  
  国家自然科学基金项目（51678390）;天津市自然科学基金重点项目（18ZXAQSF00110）;天津市科技支撑计划项目（17YFZCSF01140）资助
- DOI：10.13409/j.cnki.jdpme.2019.06.014
  中图分类号： 451;TU311.3
- 纸质出版：2019
- 稿件说明：
移动端阅览
[1]刘中宪,符瞻远,赵延喜,孙帅杰.浅埋衬砌隧道-邻近建筑地震动力相互作用IBEM模拟[J].防灾减灾工程学报,2019,39(06):980-989.

刘中宪, 符瞻远, 赵延喜, et al. IBEM Simulation of Seismic Dynamic Interaction between a Lined Tunnel and Adjacent Buildings[J]. 2019, 39(6): 980-989.
[1]刘中宪,符瞻远,赵延喜,孙帅杰.浅埋衬砌隧道-邻近建筑地震动力相互作用IBEM模拟[J].防灾减灾工程学报,2019,39(06):980-989. DOI： 10.13409/j.cnki.jdpme.2019.06.014.

刘中宪, 符瞻远, 赵延喜, et al. IBEM Simulation of Seismic Dynamic Interaction between a Lined Tunnel and Adjacent Buildings[J]. 2019, 39(6): 980-989. DOI： 10.13409/j.cnki.jdpme.2019.06.014.

摘要

采用高精度间接边界元方法（IBEM）考察地震波入射下隧道-邻近建筑物二维地震动力相互作用的规律。结果表明:建筑物与邻近隧道存在着明显的相互作用

整体动力反应规律取决于隧道

建筑物之间的空间位置关系、隧道埋深、入射波的频率和角度等因素。隧道位于建筑物正下方时

刚性衬砌隧道（相对围岩）对上部结构主要表现为隔震效应;隧道位于建筑物两侧时

隧道对建筑顶部位移有明显放大效应

最大可放大约40%。同时隧道应力也明显增大

最大可放大约43%。因此实际中需根据隧道-建筑物的空间位置关系

适当调整衬砌隧道与沿线建筑物的抗震设防水平。

Abstract

A high-precision indirect boundary element method（IBEM）is adopted to investigate the seismic response characteristics and the interaction laws between a tunnel and its adjacent buildings under seismic wave incidence.The results show that there is a distinct interaction between the buildings and the adjacent subway tunnel.The whole dynamic response depends on the spatial location of tunnels and buildings

the buried depth of tunnel

the frequency and the angle of incident wave

etc.The isolation effect is obvious when the rigid lined tunnel is just below the building.The displacement at the ground surface and the top of the building amplifies obviously when the tunnel is located on either side of the building

and the maximum amplification can reach 40%.Moreover

the stress in the tunnel lining also amplifies when the tunnel is located at either side of the building

and the maximum amplification is about 43%.In practice

it is necessary to adjust the seismic fortification levels of lined tunnels and the buildings along the tunnels according to their spatial location.

关键词

Keywords

references

场地动力特性对衬砌隧道地震反应的影响 [J]. 巴振宁,安东辉,梁建文. 防灾减灾工程学报 . 2018(06)

地震作用下含泥岩夹层盐岩储气库的动态响应 [J]. 王贵君,张岭,刘存宽,蔡盛鑫,岂天晨. 防灾减灾工程学报 . 2018(04)

城市轨道交通引起的地面振动传播研究 [J]. 张逸静,陈甦,王占生. 防灾减灾工程学报 . 2017(03)

An IBEM solution to the scattering of plane SH-waves by a lined tunnel in elastic wedge space [J]. Zhongxian Liu,Lei Liu. Earthquake Science . 2015(01)

隧道–土体–地表结构相互作用体系地震响应影响因素分析 [J]. 王国波,王亚西,陈斌,于艳丽. 岩石力学与工程学报 . 2015(06)

地下结构对场地和地表建筑地震响应影响分析 [J]. 陈健云,何伟,徐强,李静. 大连理工大学学报 . 2012(03)

弹性半空间中衬砌洞室对平面P波和SV波的散射（Ⅱ）——数值结果 [J]. 刘中宪,梁建文,张贺. 自然灾害学报 . 2010(04)

软土地铁车站结构及隧道的三维地震响应分析 [J]. 王国波,马险峰,杨林德. 岩土力学 . 2009(08)

含有部分脱胶的浅埋圆夹杂对SH波的散射 [J]. 赵嘉喜,齐辉,杨在林. 岩土力学 . 2009(05)

地下圆形衬砌隧道对沿线地震动的影响（II）:数值结果 [J]. 梁建文,纪晓东,Vincent W Lee. 岩土力学 . 2005(05)

地下洞室群对地面运动的影响 [J]. 梁建文,张浩,Vincent WLee. 土木工程学报 . 2005(02)

软弱地基浅埋隧洞对场地设计地震动的影响 [J]. 陈国兴,庄海洋,徐烨. 岩土工程学报 . 2004(06)

Experimental study on seismic response of underground tunnel-soil-surface structure interaction system [J] . Guobo Wang,Mingzhi Yuan,Yu Miao,Jun Wu,Yaxi Wang. Tunnelling and Underground Space Technology incor . 2018

Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM [J] . Hamid Alielahi,Mohsen Kamalian,Mohammad Adampira. Soil Dynamics and Earthquake Engineering . 2015

Seismic behaviour of circular tunnels accounting for above ground structures interaction effects [J] . Kyriazis Pitilakis,Grigorios Tsinidis,Andrea Leanza,Michele Maugeri. Soil Dynamics and Earthquake Engineering . 2014

Dynamic response of twin closely-spaced circular tunnels to harmonic plane waves in a full space [J] . Qijian Liu,Renyi Wang. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research . 2012

浏览量

下载量

CSCD

文章被引用时，请邮件提醒。

提交

工具集

关联资源

场地动力特性对衬砌隧道地震反应的影响

层状楔形空间平面SH波入射下的波场分析