多层剪切型结构水平地震反应的行波分析

王阜, 廖振鹏

王阜, 廖振鹏. 1986: 多层剪切型结构水平地震反应的行波分析. 地震学报, 8(4): 421-430.
引用本文: 王阜, 廖振鹏. 1986: 多层剪切型结构水平地震反应的行波分析. 地震学报, 8(4): 421-430.
WANG FU, LIAO ZHENPENG. 1986: A WAVE MOTION METHOD FOR HORIZONTAL SEISMIC RESPONSE OF SHEAR-BUILDING TYPE. Acta Seismologica Sinica, 8(4): 421-430.
Citation: WANG FU, LIAO ZHENPENG. 1986: A WAVE MOTION METHOD FOR HORIZONTAL SEISMIC RESPONSE OF SHEAR-BUILDING TYPE. Acta Seismologica Sinica, 8(4): 421-430.

多层剪切型结构水平地震反应的行波分析

A WAVE MOTION METHOD FOR HORIZONTAL SEISMIC RESPONSE OF SHEAR-BUILDING TYPE

  • 摘要: 本文根据行波在结构内多次反射并向地基土内散射的概念, 给出了多层剪切型结构水平向地震反应的行波解析解.证明了在考虑土与结构相互作用的情况下, 金井清所导出的根据结构顶部运动推算基底运动的公式仍然成立, 并利用1976年唐山地震时在北京饭店所获得的强震记录, 验证了这一公式.
    Abstract: Combining the idea of multiple reflection of travelling waves in a structure with consideration of soil-structure interaction, an analytical solution of horizontal seismic response of multistorey shear-building type is presented. It is shown that the formula, presented by K. Kanai, correlating the motions at the top and base of a structure is still valid when the interaction of soil-structure is considered. This formula is further checked by using the strong earthquake motion records obtained at Beijing Hotel during the Tangshan earthquake of 1976.
  • [1] Kanai, K., and S. Yoshirawa, Some new Problems of seismic vatrations of a structure, Part I, BERI, 41, 825——833, 1963.

    [2] Kanai, K., Engineering Seismolugy, University of Tokyo Press, 1983.

    [3] 王阜、廖振鹏, 烟囱竖向地震反应的波动分析, 土木工程学报, 17, 12——26, 1984.

    [4] 廖振鹏、王阜, 论结构物的竖向地震输人, 地震工程与工程振动, 3, 74——88, 1983.

    [5] Wong, H. L., J. E. Luco, Dynamic response of rigid foundations of arbitrary shape, Earthquake Engng. Strttct. Dyn., 4, 579——587, 1976.

    [6] 中国科学院工程力学研究所、河北省地震局抗震组, 唐山地震震害调查初步总结, 地震出版社, 1978.

    [7] 郭玉学、彭克中、于双久等, 唐山地震的强震观测, 地震工程与工程振动, 1, 9——19, 1981.

    [1] Kanai, K., and S. Yoshirawa, Some new Problems of seismic vatrations of a structure, Part I, BERI, 41, 825——833, 1963.

    [2] Kanai, K., Engineering Seismolugy, University of Tokyo Press, 1983.

    [3] 王阜、廖振鹏, 烟囱竖向地震反应的波动分析, 土木工程学报, 17, 12——26, 1984.

    [4] 廖振鹏、王阜, 论结构物的竖向地震输人, 地震工程与工程振动, 3, 74——88, 1983.

    [5] Wong, H. L., J. E. Luco, Dynamic response of rigid foundations of arbitrary shape, Earthquake Engng. Strttct. Dyn., 4, 579——587, 1976.

    [6] 中国科学院工程力学研究所、河北省地震局抗震组, 唐山地震震害调查初步总结, 地震出版社, 1978.

    [7] 郭玉学、彭克中、于双久等, 唐山地震的强震观测, 地震工程与工程振动, 1, 9——19, 1981.

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  • 发布日期:  2011-08-31

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