改进的确定性地震危险性分析方法及其应用
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摘要
根据改进的基于振型叠加(mode superposition)技术的地震危险性确定性分析方法,结合区域地震活动性、地质构造和地震波传播特点,通过计算理论地震图途径,分别计算了城市周边各个地震对各个场点所造成的最大影响强度(主要以峰值加速度、速度和位移体现),所确定的参数可为结构抗震设计工作提供客观依据。
The improved method of seismic hazard analysis,based on mode superposition technique,is applied to calculate the main vibrating parameters(mainly PGA,PGV and response spectra) for any engineering site by considering its surrounding historical earthquakes,geological structure and wave propagation characters.The estimated parameters by this method can be adopted as a basis for earthquake-resistant design of structures.
引文
[1]Panza G.Synthetic seismograms:the Rayleigh wave model summation[J].Journal of Geophysics,1985,58:(1),125-145.
    [2]Panza G,Vaccari F,Costa G,et al.Seismic input modeling for zoning and mocrozoning[J].Earthquake Spectra,1996,12(3):529-566.
    [3]Panza G.Vaccari F,Romanelli F.Deterministic seismic hazard assessment[c]//Vrancea Earthquakes:Tectonic and Risk Mitigation.Wenzel F,et al(eds).KluwerAcademic Publishers,The Netherland.1999:269-286.
    [4]Parvez I A,Vaccari F,Panza G F.Adeterministic seismic hazard map of India and adjacent areas.Journal of Geophys Int,2003,155(2):489-508.
    [5]丁志峰,Vaccari F,陈运泰,等.华北地区地震地面危害分布的定量估算[J].地震地质,2006,28(4):604-611.
    [6]朱介寿,曹家敏,蔡学林,等.中国及邻近陆域海域地球内部三维结构及动力学研究[J].地球科学进展,2003,18(4):497-503.
    [7]朱介寿,宣瑞卿,刘魁,等.用瑞利面波研究东亚及西太平洋地壳上地幔三维结构[J].物探化探计算技术,2005:27(3):185-194.

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