【摘要】 基于土-结构相互作用模型,利用粘弹性边界条件,提取台湾集集地震典型的近场、远场地震记录,采用MIDAS-GTS软件,分析了在近场、远场地震作用下,隧道衬砌厚度变化时衬砌结构的地震响应及其对比。更多还原

【Abstract】 Based on soil-structure interaction model and by means of viscosity-elasticity boundary condition,extract the typical near-field earthquake in Taiwan Chi-Chi earthquake near-field and far-field seismic records,the seismic response of the lining structure with the tunnel lining thickness changing for seismic loads of the near and far field is analyzed and contrasted by using the MIDAS-GTS software.更多还原