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关山隧道断层破碎带三维有限元地震动力响应
引用本文:王永刚,丁文其,景韧. 关山隧道断层破碎带三维有限元地震动力响应[J]. 公路交通科技, 2011, 28(8): 115-119,135. DOI: 10.3969/j.issn.1002-0268.2011.08.022
作者姓名:王永刚  丁文其  景韧
作者单位:1. 同济大学地下建筑与工程系,上海200092;同济大学岩土及地下工程教育部重点实验室,上海200092;甘肃省交通规划勘察设计院有限责任公司,甘肃兰州730030
2. 同济大学地下建筑与工程系,上海200092;同济大学岩土及地下工程教育部重点实验室,上海200092
3. 甘肃省交通规划勘察设计院有限责任公司,甘肃兰州,730030
基金项目:甘肃省交通厅科研项目(甘交科教2005-16)
摘    要:以华庄公路关山隧道为研究对象,通过建立大型三维有限元模型,采用一种人工构成的短时间正弦扫描Johnson/Epstein地震记录进行地震动力分析.该记录具有在较短时程内包含较大的实际地震频率范围的特点,从而减小计算分析的持续时间.通过对3种工况(不设置抗震缝、设置2条和3条抗震缝)计算,结果表明:关山隧道衬砌结构的动力...

关 键 词:隧道工程  动力响应  断层破碎带  地震  有限元

Seismic Dynamic Response of Fault Fracture Zone at Guanshan Tunnel Based on 3D FEM
WANG Yonggang,DING Wenqi,JING Ren. Seismic Dynamic Response of Fault Fracture Zone at Guanshan Tunnel Based on 3D FEM[J]. Journal of Highway and Transportation Research and Development, 2011, 28(8): 115-119,135. DOI: 10.3969/j.issn.1002-0268.2011.08.022
Authors:WANG Yonggang  DING Wenqi  JING Ren
Affiliation:WANG Yonggang1,2,3,DING Wenqi1,JING Ren3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China,2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,3.Gansu Provincial Transportation Planning,Survey and Design Institute Co.,Ltd.,Lanzhou Gansu 730030,China)
Abstract:Taken Guanshan tunnel of Huazhuang highway as the research subject,the seismic dynamic response characteristic was analyzed by using large-scale 3D finite element model and an artificial synthesized short-time sinusoid scan wave,Johnson/Epstein,which has the character of involving more extensive frequency of seismic wave so as to decreasing computing time.The calculation result of three working conditions(no aseismatic joint,two joints and three joints) demonstrates that(1) the principal mechanic characteri...
Keywords:tunnel engineering  dynamic response  fault fracture zone  earthquake  FEM  
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