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《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 2000-03
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Study of influence of deep level excavation on design ground motion parameters in a weak foundation site

YANG Wei-lin; CHEN Guo -xing; YANG Xin-yu; GAO Zhi-bing ( Institute of Earthquake Engineering of Jiangsu Province, Naming 210014, Naming Architectural & Civil Engineering Institute, Naming 210009)  
In this paper, by considering the seismological condition, seismicity and ground motion attenuation relations of bedrock in Naming and its neighbouring area, probabilistic method of seismic hazard analysis is used to determine the peak ground motion accelerations and the acceleration spectrum of different exceedance probabilities of bedrock in the area. According to the results and soil layer dynamic parameters of a typical site for the construction of a high-rise building, the site effect and the influence of deep level excavation on de. sign ground motion parameters are studied. The parameters for different exceedance probabilities 63, 10 and 3 percent in 50 and 100 years of the site are also given. These results are very useful to the aseismic design of other high-rise buildings, the sites of which are similar to the site discussed in this paper.
【Fund】: 江苏省自然科学基金!(BK99125);; 江苏省社会发展基金!(BS97092)
【CateGory Index】: TU4
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