| 上海软土场地三维非线性地震反应分析 |
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| 引用本文： | 陈青生,高广运,何俊锋.上海软土场地三维非线性地震反应分析[J].岩土力学,2011,32(11):3461-3467. |
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| 作者姓名： | 陈青生 高广运 何俊锋 |
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| 作者单位： | 同济大学 地下建筑与工程系,上海 200092;同济大学 岩土及地下工程教育部重点实验室,上海 200092 |
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| 基金项目： | 国家自然科学基金项目，上海市重点学科建设项目资助 |
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| 摘 要： | 考虑土的非线性,采用弹塑性边界面模型,对上海软土场地进行三维地震反应分析。利用多维地震动作用下的水平地层弹塑性动力反应分析程序,以具有水平和垂直三向完整加速度记录的Taft波作为地震输入,对比分析单向和多向地震输入场地水平和竖向地震反应特征,并分析不同强度地震动输入下竖向和水平加速度峰值比特征及地下水位变化对场地土层地震反应特征的影响。计算分析表明,竖向与水平向地震反应特征有较大差异;与水平单向地震输入相比,三向地震输入场地土层放大效应明显增大;地下水位上升对水平向和竖向峰值加速度的放大效应影响差异显著,地下水位上升,地表水平峰值加速度放大效应增大,竖向峰值加速度放大效应减小,研究结果对上海地区的工程抗震设计具有参考作用。
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| 关 键 词： | 三维非线性 地震反应分析 简化边界面模型 多向地震输入 |
| 收稿时间： | 2010-03-05 |
Three-dimensional nonlinear analysis of seismic ground response of soft soils in Shanghai |
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| CHEN Qing-sheng,GAO Guang-yun,HE Jun-feng.Three-dimensional nonlinear analysis of seismic ground response of soft soils in Shanghai[J].Rock and Soil Mechanics,2011,32(11):3461-3467. |
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| Authors: | CHEN Qing-sheng GAO Guang-yun HE Jun-feng |
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| Institution: | 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092 China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092 China |
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| Abstract: | Reduced order bounding surface model was employed to study 3-D seismic ground response of site considering the nonlinearity of soft soils in Shanghai.A nonlinear procedure for response analysis of horizontal layered sites subjected to multidirectional earthquake loading was used to study vertical and horizontal ground responses,respectively,under unidirectional and multidirectional base excitations(Taft).Also,the development of ratio of vertical and horizontal peak acceleration and the effects of the variat... |
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| Keywords: | 3-D nonlinearity seismic ground response analysis reduced order bounding surface model multidirectional earthquake loading |
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