留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

考虑空间效应的多支撑管线随机地震响应分析

李榆银 张亚辉

李榆银, 张亚辉. 考虑空间效应的多支撑管线随机地震响应分析[J]. 应用数学和力学, 2015, 36(6): 582-592. doi: 10.3879/j.issn.1000-0887.2015.06.002
引用本文: 李榆银, 张亚辉. 考虑空间效应的多支撑管线随机地震响应分析[J]. 应用数学和力学, 2015, 36(6): 582-592. doi: 10.3879/j.issn.1000-0887.2015.06.002
LI Yu-yin, ZHANG Ya-hui. Random Seismic Analysis of Multi-Supported Pipelines Subjected to Spatially Varying Ground Motions[J]. Applied Mathematics and Mechanics, 2015, 36(6): 582-592. doi: 10.3879/j.issn.1000-0887.2015.06.002
Citation: LI Yu-yin, ZHANG Ya-hui. Random Seismic Analysis of Multi-Supported Pipelines Subjected to Spatially Varying Ground Motions[J]. Applied Mathematics and Mechanics, 2015, 36(6): 582-592. doi: 10.3879/j.issn.1000-0887.2015.06.002

考虑空间效应的多支撑管线随机地震响应分析

doi: 10.3879/j.issn.1000-0887.2015.06.002
基金项目: 国家自然科学基金(11172056);国家重点基础研究发展计划(973计划)(2014CB046803)
详细信息
    作者简介:

    李榆银(1989—),男,湖北仙桃人,博士生(E-mail: liyuyin@mail.dlut.edu.cn);张亚辉(1972—),男,河北昌黎人,教授,博士生导师(通讯作者. E-mail: zhangyh@dlut.edu.cn).

  • 中图分类号: O326

Random Seismic Analysis of Multi-Supported Pipelines Subjected to Spatially Varying Ground Motions

Funds: The National Science Foundation of China (11172056); The National Basic Research Program of China(973 Program)(2014CB046803)
  • 摘要: 提出了一种能考虑地震动空间变化效应的多支撑管线随机地震响应分析的解析方法.证明了多点地震作用下结构的平稳随机响应分析可转化为求解支座简谐运动时的确定性响应,直接给出了含有待定系数的简谐响应的形式,并通过边界条件和连续性条件建立待定系数的求解方程.与拟静位移分解法相比,该方法不用计算结构的振型以及拟静位移分量,完全是基于解析推导,因此在计算效率方面优势明显.数值算例中,采用该方法和拟静位移分解法计算了一个6跨管线在空间多点地震作用下的随机响应,对比验证了方法的正确性和高效性.
  • [1] Der Kiureghian A, Neuenhofer A. Response spectrum method for multi-support seismic excitations[J].Earthquake Engineering and Structural Dynamics,1992,21(8): 713-740.
    [2] Heredia-Zavoni E, Vanmarcke E H. Seismic random vibration analysis of multi-support structural systems[J].ASCE Journal of Engineering Mechanics,1994,120(5): 1107-1128.
    [3] Mindlin R D, Goodman L E. Beam vibrations with time-dependent boundary conditions[J].ASME Journal of Applied Mechanics,1950,17(4): 377-380.
    [4] Clough R W, Penzien J.Dynamics of Structures[M]. New York: McGraw-Hill, 1993.
    [5] Zerva A. Response of multi-span beams to spatially incoherent seismic ground motions[J].Earthquake Engineering and Structural Dynamics,1990,19(6): 819-832.
    [6] Zerva A. Seismic loads predicted by spatial variability models[J].Structural Safety,1992,11(3): 227-243.
    [7] Zhang Y H, Li Q S, Lin J H, Williams F W. Random vibration analysis of long-span structures subjected to spatially varying ground motions[J].Soil Dynamics and Earthquake Engineering,2009,29(4): 620-629.
    [8] 张亚辉, 智浩, 吕峰. 结构多点随机地震响应分析及拟静位移计算[J]. 计算力学学报, 2004,21(5): 564-570.(ZHANG Ya-hui, ZHI Hao, L Feng. Seismic random response analysis of Multi-supported structures and the quasi-static displacement approximation[J].Chinese Journal of Computational Mechanics,2004,21(5): 564-570.(in Chinese))
    [9] Alkhaleefi A M, Ali A. An efficient multi-point support-motion random vibration analysis technique[J].Computers & Structures,2002,80(22): 1689-1697.
    [10] Chen J T, Hong H K, Yeh C S, Chyuan S W. Integral representations and regularizations for a divergent series solution of a beam subjected to support motions[J].Earthquake Engineering and Structural Dynamics,1996,25(9): 909-925.
    [11] Chen J T, Tsaur D H, Hong H K. An alternative method for transient and random responses of structures subject to support motions[J].Engineering Structures,1997,19(2): 162-172.
    [12] Lin Y K, Zhang R, Yong Y. Multiply supported pipeline under seismic wave excitations[J].ASCE Journal of Engineering Mechanics,1990,116(5): 1094-1108.
    [13] Leger P, Ide I M, Paultre P. Multiple-support seismic analysis of large structures[J].Computers & Structures,1990,36(6): 1153-1158.
    [14] 周国良, 李小军, 刘必灯, 齐兴军. 大质量法在多点激励分析中的应用, 误差分析与改进[J]. 工程力学, 2011,28(1): 48-54.(ZHOU Guo-liang, LI Xiao-jun, LIU Bi-deng, QI Xing-jun. Error analysis and improvement of large mass method used in multi-support seismic excitation analysis[J].Engineering Mechanics,2011,28(1): 48-54.(in Chinese))
    [15] 屈铁军, 王君杰, 王前信. 空间变化的地震动功率谱的实用模型[J]. 地震学报, 1996,18(1): 55-62.(QU Tie-jun, WANG Jun-jie, WANG Qian-xin. Practical PSD ground motion with spatial effect[J].Acta Seismologica Sinica, 1996,18(1): 55-62.(in Chinese))
    [16] 冯启民, 胡聿贤. 空间相关地面运动的数学模型[J]. 地震工程与工程振动, 1981,1(2): 1-8.(FENG Qi-min, HU Yu-xian. A mathematical model for spatial seismic ground motion[J].Journal of Earthquake Engineering and Engineering Dynamics,1981,1(2): 1-8.(in Chinese))
    [17] Loh C H, Yeh Y T. Spatial variation and stochastic modelling of seismic differential ground movement[J].Earthquake Engineering and Structural Dynamics,1988,16(4): 583-596.
    [18] Der Kiureghian A. A coherency model for spatially varying ground motions[J].Earthquake Engineering and Structural Dynamics,1996,25(1): 99-111.
    [19] Somerville P G, McLaren J P, Sen M K,Helmberger D V. The influence of site conditions on the spatial incoherence of ground motions[J].Structural Safety,1991,10(1): 1-13.
    [20] 林家浩, 张亚辉. 随机振动的虚拟激励法[M]. 北京: 科学出版社, 2004.(LIN Jia-hao, ZHANG Ya-hui.Pseudo-Excitation Method for Random Vibration [M]. Beijing: Science Press, 2004.(in Chinese))
  • 加载中
计量
  • 文章访问数:  1152
  • HTML全文浏览量:  153
  • PDF下载量:  824
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-03-16
  • 修回日期:  2015-03-17
  • 刊出日期:  2015-06-15

目录

    /

    返回文章
    返回