| 确定土层自由场地震动的二维简化模型 |
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| 引用本文： | 张进凡,戚承志,潘越峰,徐 琛,刘 旭.确定土层自由场地震动的二维简化模型[J].解放军理工大学学报,2014(6):558-563. |
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| 作者姓名： | 张进凡 戚承志 潘越峰 徐 琛 刘 旭 |
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| 作者单位： | 1. 北京建筑大学 北京市工程结构与新材料工程研究中心,北京,100044
2. 第二炮兵工程设计研究所,北京,100011 |
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| 基金项目： | 国家自然科学基金资助项目(51174012);国家973 计划资助项目(2010CB732003);北京市自然科学基金资助项目(KZ200810016007);北京市属高等学校创新团队建设与教师职业发展计划资助项目(IDHT20130512) |
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| 摘 要： | 为了研究均匀土层自由场地震动的二维简化模型,首先利用弹性波动理论,得到土介质的二维波动方程,采用分离变量法来求解该方程,根据土层上下界面的边界条件确定土层竖向振动的特征频率和振型;根据波沿水平方向向无穷远处传播的衰减特性确定波沿水平方向衰减系数,得到土层自由场自由振动的相对位移的解析解。然后,采用振型叠加法求解强迫振动情况下的波动方程,得出二维情况下均匀土层在地震作用下沿水平方向相对位移的解析解。通过上述计算,得到了土层自由场地震动的二维简化模型。通过具体算例,分别对研究的二维简化模型与一维剪切梁模型进行了比较。比较结果表明,地下土层水平维度对于均匀土层自由场地震动反应的影响很小。
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| 关 键 词： | 土层自由场 水平维度 衰减 相对位移 |
| 收稿时间： | 6/5/2014 12:00:00 AM |
Simplified 2-D model for determination of free field seismic motion of soil strata |
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| ZHANG Jinfan,QI Chengzhi,PAN Yuefeng,XU Chen and LIU Xu.Simplified 2-D model for determination of free field seismic motion of soil strata[J].Journal of PLA University of Science and Technology(Natural Science Edition),2014(6):558-563. |
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| Authors: | ZHANG Jinfan QI Chengzhi PAN Yuefeng XU Chen and LIU Xu |
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| Institution: | 1. Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and
Architecture,Beijing 100044,China; 2. Engineering Design and Research Institute of Second Artillery, Beijing 100011,China,1. Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and
Architecture,Beijing 100044,China; 2. Engineering Design and Research Institute of Second Artillery, Beijing 100011,China,1. Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and
Architecture,Beijing 100044,China; 2. Engineering Design and Research Institute of Second Artillery, Beijing 100011,China,1. Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and
Architecture,Beijing 100044,China; 2. Engineering Design and Research Institute of Second Artillery, Beijing 100011,China and 1. Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and
Architecture,Beijing 100044,China; 2. Engineering Design and Research Institute of Second Artillery, Beijing 100011,China |
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| Abstract: | The simplified 2-D model for determination of free field seismic motion of uniform soil strata was studied. Firstly, the two-dimensional wave equation of the soil was obtained with the theory of elastic wave. The method of separation of variables was used to solve the equation. The natural frequencies and mode shapes of vertical vibration of soil were determined by using the boundary conditions of the upper and lower soil interface. According to the wave attenuation properties of wave propagation to infinity,the wave attenuation coefficient along the horizontal direction was determined, and the relative displacement analytical solution of free vibration was obtained. Then the forced vibration equation was solved by using the mode superposition method. As a result, the analytical solution of the horizontal relative soil displacement was obtained. Through the above calculations, the simplified 2-D model for determination of free field seismic motion of soil strata was obtained. Finally, the 2-D model was compared with the 1-D shear beam model,and the results show that the horizontal dimension has little effect on the seismic response of the soil. |
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| Keywords: | free field soil horizontal dimension attenuation relative displacement |
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