ZHOU XIYUANup, DONG JINCHENGup2, FU SHENGCONGup, ZHANG ZAIMINGup2, YANG DELINup, TANG HAISHANup2e. 1982: MICRO-ZONATION OF SEISMIC EFFECT IN BEIJING CITY. Acta Seismologica Sinica, 4(3): 277-285.
Citation: ZHOU XIYUANup, DONG JINCHENGup2, FU SHENGCONGup, ZHANG ZAIMINGup2, YANG DELINup, TANG HAISHANup2e. 1982: MICRO-ZONATION OF SEISMIC EFFECT IN BEIJING CITY. Acta Seismologica Sinica, 4(3): 277-285.

MICRO-ZONATION OF SEISMIC EFFECT IN BEIJING CITY

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  • Published Date: August 31, 2011
  • The historical earthquakes and seismotectonic data of Beijing and surrounding areas are described based on which parameters of input excitations of the basement rocks have been evaluated. It, is known that many factors such as local geology, topography and soil conditions can affect the characteristics of ground motion at a given site. But in this paper, we lay emphasis only upon analyzing the influence of soil layer characteristics on ground motion. As a basis of analysis, some dynamic properties of typical soil in Beijing area have been studied. In order to analyze seismic response of each part of the city, the urban region is divided into many grids of roughly equal areas. For each grid the dynamic analysis of the corresponding soil column under prescribed input movement has been done. The results are represented by a series of maps obtained through a computer controlled plotter. They show the regional distribution of parameters of strong ground motion and earthquake response spectra at different sites. These graphs can be used as a reference in making land-use and anti-seismic planning. Besides, on the basis of calculated response spectrum for each part of the city and the average period of typical structures we determine the effective seismic factor for such structures and plot as contour lines which may be taken into consideration in designing and predicting earthquake hazards for typical structures.
  • [1] 李自强,北京的地震,地球物理学报,6, 2, 1957.

    [2] I. M.Idriss, H. B. Seed, Sesponse of Horizontal Soil Layers, Journal of the Soil Mechanics and Foundtions Division, Proc. of ASCE 94, SM4, 1003—1031, 1968.

    [3] R. V, Whitman, etc., Accuracy of Model Superposition of One—Dimensional Soil Amplicatiun Analysis, Proc. Int. Conf. On Microzonation, Seattle, 1, 483—497, 1972.

    [4] H. B. Seed, I. M. Idriss and F. W. Kieter, Characteristics of Rock Motions During Earthquakes, Report EERC, Berkeley, University of California, 1968.

    [5] 陈达生等,抗震建筑的设计反应谱、中国科学院工程力学研究所地震工程研究报告集,第三集,科学出版社,1977.
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