基于静力有限元的地下结构拟静力抗震计算方法研究
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- 英文论文题名：Study on pseudo-static seismic analysis methods of underground structures based on the static finite element method
- 论文作者：宾佳 ; 景立平 ; 崔杰 ; 邹炎 ; 张雷
- 英文论文作者：Bin Jia ; Jin Liping ; Cui Jie ; Zou Yan ; Zhang Lei ; Key Laboratory of Earthquake Engineering and Engineering Vibration ; Institute of Engineering Mechanic ; China Earthquake Administration ; Earthquake Engineering Research & Test Center of Guangzhou University
- 年：2016
- 作者机构：中国地震局工程力学研究所中国地震局地震工程与工程振动重点实验室;湖南工业大学;广州大学工程抗震研究中心;
- 论文关键词：地下结构 ; 拟静力抗震计算 ; 静力有限元方法 ; 子结构法
- 英文论文关键词：underground structures ; quasi-static seismic calculation ; SFEM ; substructure method
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU352.11;TU93
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：9
- 文件大小：432k
- 原文格式：O
- 会议级别：全国
摘要
采用子结构法对地下结构静力有限元法进行了理论推导,在此基础上提出了地下结构静力有限元法计算模型。为验证该模型的适用性,通过改变该计算模型宽度和高度两方面进行计算,并将计算结果与动力时程方法进行对比。结果表明,该静力有限元计算模型物理概念清晰、意义明确,受模型尺寸的影响较小且具有良好的计算精度。
The substructure method was adopted for the underground structure static finite element method(SFEM)to carry on the theoretical derivation.Based on this theoretical derivation,the underground structure SFEM calculation model was proposed.The performance of the SFEM calculation model was evaluated by changing both the width and height of the model,and the calculated results were compared with the dynamic time-history method.The results show that the SFEM model has some advantages such as clear concept,definite physical meaning,less affected by the model size and good caculation precision.
The substructure method was adopted for the underground structure static finite element method(SFEM)to carry on the theoretical derivation.Based on this theoretical derivation,the underground structure SFEM calculation model was proposed.The performance of the SFEM calculation model was evaluated by changing both the width and height of the model,and the calculated results were compared with the dynamic time-history method.The results show that the SFEM model has some advantages such as clear concept,definite physical meaning,less affected by the model size and good caculation precision.
引文
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[11]张景,何川,耿萍,等.地下结构反应位移法的两种简化分析途径及应用[J].地震工程与工程振动,2014,34(4):248-253(Zhang Jing,He Chuan,Geng Ping,et al.Two simplified analysis processing and their application of underground structure seismic deformation method[J].Earthquake Engineering and Engineering Dynamics,2014,34(4):248-253(in Chinese))
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[2]Wang J N.Seismic design of tunnels:a simple state-of-the-art design approach[M].New York;Parsons Brinckerhoff Quade and Douglas Inc.1993.
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[4]#12
[5]中华人民共和国行业标准编写组.GB 50909-2014城市轨道交通抗震设计规范[S].北京:中国计划出版社,2014.(The Professional Standards Compilation Group of People's Republic of China.GB50909-2014 code for seismic design of urban rail transit structures[S].Beijing:China Architecture and Building Press,2014.(in Chinese))
[6]Tateishi A.A study on seismic analysis methods in the cross section of underground structures using static finite element method[J].Structural Engineering/Earthquake Engineering,JSCE,2005,22(1):41-53.
[7]Rushan Liu,Hongbin Shi.An improved pseudo-static method for seismic resistant design of underground structures[J].Earthquake Engineering and Engineering Vibration,2006,2(5):189-193.
[8]刘晶波,刘祥庆,李彬.地下结构抗震分析与设计的Pushover分析方法[J].土木工程学报,2008,41(4):87-94(Liu Jingbo,Liu Xiangqing,Li Bin.A pushover analysis method for seismic analysis and design of underground structures[J].China Civil Engineering Journal,2008,41(4):87-94(in Chinese))
[9]刘晶波,王文晖,张小波,等.地下结构横断面地震反应分析的反应位移法研究[J].岩石力学与工程学报,2013,32(1):161-167(Liu Jingbo,Wang Wenhui,ZHang Xiaobo,et al.Research on response deformation method in seismic analysis of underground structure[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(1):161-167(in Chinese))
[10]董正方,王君杰,姚毅超.深埋盾构隧道结构抗震设计方法评价[J].振动与冲击,2012,31(19):79-85(Dong Zhengfang,Wang Junjie,Yao Yichao.Evaluation of seismic design methods for a deeply-buied shield tunnelCJ].Journal of Vibration and Shock.2012,31(19):79-85(in Chinese))
[11]张景,何川,耿萍,等.地下结构反应位移法的两种简化分析途径及应用[J].地震工程与工程振动,2014,34(4):248-253(Zhang Jing,He Chuan,Geng Ping,et al.Two simplified analysis processing and their application of underground structure seismic deformation method[J].Earthquake Engineering and Engineering Dynamics,2014,34(4):248-253(in Chinese))
[12]WOLF J P.Dynamic Soil-structure Interaction[M].London:Prentice-Hall.Inc.1985.
[13]陈国兴,庄海洋,徐烨.软弱地基浅埋隧洞对场地设计地震动的影响[J].岩土工程学报,2004,26(6):739-744(Chen Guoxing,Zhuang Haiyang,Xu Ye.A Study on Influence of Excavated Shallow Tunnel on Design Parameters of GroundMotion in the Soft Site[J].Chinese Journal of Geotechnical Engineering,2004,26(6):739-744(in Chinese))
[14]杜修力.工程波动理论与方法[M].北京:科学出版社,2009.(Du Xiuli.Theories and methods of wave motion for engineering[M].Beijing:Science Press,2009.(in Chinese))