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作 者:董菲蕃[1,2] 陈国兴[1,2] 金丹丹[1,2]
机构地区:[1]南京工业大学岩土工程研究所,江苏南京210009 [2]江苏省土木工程防震技术研究中心,江苏南京210009
出 处:《地震工程与工程振动》2013年第3期95-102,共8页Earthquake Engineering and Engineering Dynamics
基 金:国家科技支撑计划"地震预警与烈度速报系统的研究与示范应用"项目(2009BAK55B00)
摘 要:基于ABAQUS显式有限元并行计算平台,采用大尺度二维精细化有限元非线性分析方法,研究泉州盆地地震效应特征。结果表明:(1)与基岩输入地震动相比,地表峰值加速度总体呈放大效应,且盆地不同位置的放大效应存在明显差异;(2)地表或基岩剧烈起伏及土层横向分布极不均匀处,地震动易产生局部聚集效应,相应地表地震动呈显著放大或缩小效应;地表加速度反应谱产生双峰甚至多峰现象。(3)在土层竖向、横向分布不均匀处,峰值加速度沿深度方向呈非单调递减,加速度反应谱沿深度存在较大差异。场地地震效应的二维非线性分析法能在一定程度上反映特殊场地条件对地震动效应的影响,该结果可为泉州盆地及类似盆地的场地设计地震动参数的确定提供参考依据。Based on the explicit FE method and parallel computing cluster platform of ABAQUS,large-scale refined two-dimensional(2D) FE nonlinear analytical models for Quanzhou Basin were established in the time domain for researches of seismic effect characteristics.The results show that:(1) Compared with the bedrock input ground motion,the peak ground acceleration(PGA) would be amplified,however,the amplification effect seems to be obviously diverse in different location.(2) Considering the inhomogeneity of ground soils and fluctuation of topography and bedrock surface,the surface ground motion has the focusing effects and the acceleration response spectrum of surface contains double-peak and multi-peak(3) Considering the horizontal and vertical uneven distribution of soils,the PGA has a non-monotonic decreasing characteristic with depth and the acceleration response spectrum shows greater differences.To some extent,two-dimensional nonlinear seismic response analysis can reflect the seismic response characteristics of different site conditions,which can be taken as a reference for determination of design earthquake ground motion parameters on Quanzhou and similar basins.
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