多维地震激励下工程结构隔减震技术研究进展
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摘要
地震地面运动是一种复杂的多维激励,结构在单维与多维地震作用下的反应是不同的,特别是对一些复杂或重要的工程结构,只考虑单分量的地震作用是不够的,结构多维抗震是一个非常重要的研究课题。文章系统介绍多维地震激励下结构响应分析方法,比较反应谱法、时程分析法和随机振动法的优缺点;综合国内外研究成果,对结构多维隔减震装置进行详细的描述;对多维隔减震结构的试验研究和工程应用也作了相关介绍。最后,提出结构多维隔减震需要进一步研究的问题。
Earthquake excitation is a kind of complicated multi-dimensional ground motion. Response of structures under single and multi-dimensional excitations is different, especially for complex or important engineering structures.Therefore,it is not enough to consider only the single-dimensional earthquake excitation,and today anti-earthquake for engineering structures under multi-dimensional earthquake excitations has become an extremely important research topic.In this paper,theories of response analysis methods for structures under multi-dimensional excitations are systemically introduced. Characteristics of the response spectrum method,time-history method and the random vibration method are compared. Then several common types of multi-dimensional isolation and mitigation devices are presented in detail based on previous studies. Experimental studies and engineering applications are also included. Finally,suggestions for further study in this area are presented.
引文
[1]王雪生,薛素铎,曹资.结构多维地震作用研究综述及展望(I)——地震动输[J].世界地震工程,2001,17(4):27-33(Wang Xuesheng,Xue Suduo,Cao Zi.Review and prospects of the research on multi-components earthquake excitation for structures(I):seismic inputs[J].World Information on Earthquake Engineering,2001,17(4):27-33(in Chinese))
    [2]曹资,薛素铎.空间结构抗震理论与设计[M].北京:科学出版社,2005
    [3]Wilson E L,Suharwardy I,Habibullah A.A clarification of the orthogonal effects in a three-dimensional seismic analysis[J].Earthquake Spectra,1995,11(4):659-666
    [4]Smeby W,Kiureghian A D.Model combination rules for multi-component earthquake excitation[J].Earthquake Engineering and Structure Dynamic,1985,13(1):1-12
    [5]Menum C,Kiureghian A D.A replacement for the 30%,40%,and SRSS rules for multi-component seismic analysis[J].Earthquake Spectra,1998,14(1):153-163
    [6]李宏男.结构多维抗震理论与设计方法[M].北京:科学出版社,1998
    [7]Leger P,Ide I M,Paultre P.Multiple-support seismic analysis of large structures[J].Computers and Structures,1990,36(6):1153-1158
    [8]林家浩.随机地震响应的确定性算法[J].地震工程与工程振动,1985,5(1):89-94(Lin Jiahao.A deterministic method for the computation of stochastic earthquake response[J].Earthquake Engineering and Engineering Vibration,1985,5(1):89-94(in Chinese))
    [9]薛素铎,曹资,王雪生,等.多维地震作用下网壳结构的随机分析方法[J].空间结构,2002,8(1):44-51(Xue Suduo,Cao Zi,Wang Xuesheng,et al.Random analysis method for lattice shells under multiple earthquake excitations[J].Spatial Structures,2002,8(1):44-51(in Chinese))
    [10]Tajirian F F,Kelly J M,et al.Elastomeric bearings for three-dimensional seismic isolation[J].Seismic,Shock and Vibration Isolation,1990,200:7-13
    [11]Suhara J,Okada Y,et al.Development of three dimensional seismic isolation device with laminated rubber bearing and rolling seal type air spring[J].American Society of Mechanical Engineers,PVP,2002,445(2):43-48
    [12]Shimada T,Suhara J,et al.Three dimensional seismic isolation system for next-generation nuclear power plant with rolling seal type air spring and hydraulic rocking suppression system[C]//Proceedings of the ASME Pressure Vessels and Piping Conference,2005:183-190
    [13]唐家祥,刘再华.建筑结构基础隔震[M].武汉:华中理工大学出版社,1993
    [14]Somaki T,Miyamoto A,et al.Development of threedimensional base isolation system with coned disk spring[J].Seismic Engineering,2001,428(2):49-55
    [15]瞿伟廉,周强,苏经宇,等.多层建筑结构水平剪扭-竖向地震反应的智能复合隔震控制[J].地震工程与工程振动,2003,23(5):187-189(Qu Weilian,Zhou Qiang,Su Jingyu,et al.Torsional-vertical seismic response control of multi-story structure with intelligent compound base-isolation system[J].Earthquake Engineering and Engineering Vibration,2003,23(5):187-189(in Chinese))
    [16]熊世树,唐建设,梁波,等.装有3DB的三维隔震建筑的平扭-竖向地震反应分析[J].工程抗震与加固改造,2004(5):7-22(Xiong Shishu,Tang Jianshe,Liang Bo,et al.Analysis of lateral-tensional and vertical seismic response for base isolated building with 3DB Isolator[J].Earthquake Resistant Engineering and Retrofitting,2004(5):17-22(in Chinese))
    [17]张玉敏,苏幼坡,梁军,等.碟形弹簧竖向减震装置的研究[J].哈尔滨工业大学学报,2005,37(12):1678-1680(Zhang Yumin,Su Youpo,Liang Jun,et al.A study on vertical seismic isolation system by disk spring[J].Journal of Harbin Institute of Technology,2005,37(12):1678-1680(in Chinese))
    [18]霍林生,李宏男,孙丽.多维地震作用下非对称结构利用TLCD减震控制研究[J].地震工程与工程振动,2001,21(4):147-153(Huo Linsheng,Li Hongnan,Sun Li.Parameter study of TLCD control system excited by multi-dimensional ground motions[J].Earthquake Engineering and Engineering Vibration,2001,21(4):147-153(in Chinese))
    [19]庄鹏,薛素铎,曹资,等.新型SMA—橡胶支座在网壳结构中的隔震分析[J].北京工业大学学报,2004,30(2):176-179(Zhuang Peng,Xue Suduo,Cao Zi,et al.Seismic isolation analysis of SMA-rubber bearings in a spherical lattice shell structure[J].Journal of Beijing Institute of Technology,2004,30(2):176-179(in Chinese))
    [20]魏陆顺,周福霖,任珉,等.三维隔震(振)支座的工程应用与现场测试[J].地震工程与振动,2007,27(3):121-125(Wei Lushun,Zhou Fulin,RenMin,et al.Application of three-dimensional seismic and vibration isolator to building and site test[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(3):121-125(in Chinese))
    [21]卢立恒.新型多维隔减震装置水平向性能试验研究[D].南京:东南大学,2008
    [22]高向宇,周福霖,俞公骅.多层异型柱框架结构隔震性能的试验研究[J].世界地震工程,1997,13(4):21-27
    [23]Hwang J S,Hsu T Y.Experimental study of isolated building under triaxial ground excitations[J].Journal of Structural Engineering,ASCE,2000,126(8):879-826
    [24]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-49(Lu Xilin,Zhu Yuhua,Shi Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-49(in Chinese))
    [25]Kageyama M,Hno Y,Morosa T.Study on three-dimensional seismic isolation system for next generation nuclear power plant:independent cable reinforced rolling-seal air spring[C]//American Society of Mechanical Engineers,Pressure Vessels and Piping Division PVP.San Diego,California,2004:49-56
    [26]孟庆利,林德全,张敏政.三维隔振系统振动台实验研究[J].地震工程与工程振动,2007,27(3):116-120(Meng Qingli,Lin Dequan,Zhang Minzheng.Study on three-dimensional isolated system in shaking table test[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(3):116-120(in Chinese))
    [27]赵亚敏,苏经宇,周锡元,等.碟形弹簧竖向隔震结构振动台试验及数值模拟研究[J].建筑结构学报,2008,29(06):99-106(Zhao Yamin,Su Jingyu,Zhou Xiyuan,et al.Shaking table test and numerical analysis of verticalisolated building model with combined disk spring bearing[J].Journal of Building Structures,2008,29(6):99-106(in Chinese))
    [28]Xu Z D.Horizontal shaking table tests on structures using innovative earthquake mitigation devices[J].Journal of Sound and Vibration,2009,325(1/2):34-48
    [29]颜学渊,张永山,王焕定,等.三维隔振抗倾覆结构振动台试验[J].工程力学,2010,27(5):91-96(Yan Xueyuan,Zhang Yongshan,Wang Huanding.Shaking table test for the structure with three-dimensional base isolation and overturn resistance devices[J].Engineering Mechanics,2010,27(5):91-96(in Chinese))
    [30]Seigenthaler R.Earthquake proof building supporting structure with shock absorbing damping elements[J].Schweizerische Bauzeitung,1970,20:211-219
    [31]Ohbayshi Corporation.Ohbayshi base isolation system and base isolated buildings[R].Ohbayshi Corporation,1985
    [32]Tokuda N,Kashiwazako A,Omata I.Three-dimensional base isolation system for FBR reactor building[C]//SMiRT,1995:513-518
    [33]Kazuta H,Shuichi Y.Recent results of seismic isolation study in CRIEPI-numerical activities[C]//FBR Plant Mode Part 2:SIMULATION Analysis,SMiRT:1703-1710

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