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《Structural Engineers》 2010-05
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Response Characteristic Analysis of Soil Site with Deep Deposit under Different Bedrock Seismic Waves

HU Wenkai CHEN Qingjun(State Key Laboratory for Reduction in Civil Engineering,Shanghai 200092,China)  
Since lack of long-period seismic record over the world,it is not well-developed on dynamic characteristic for long-period seismic motion.In this paper,three typical long-period seismic waves(Ⅰ class site) from Chi-Chi earthquake in 1999 were analyzed by time-domain and frequency-domain method.Moreover,by inputting the above three seismic waves as bedrock waves and taking equivalent linear approach in frequency domain,a seismic response analysis for a sit with deep deposit was conducted.Furthermore,a comparison between the long-period seismic response and some normal seismic response(IZT090 wave and IZT180 wave) was carried out.Also,the response characters of soil site with deep deposit of vary seismic intensities were discussed and useful results to engineering project were acquired.
【Fund】: 国家自然科学基金资助(批准号:5097819890915011)
【CateGory Index】: P315.9;TU435
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