| 成层土中桩土耦合扭转振动特性理论研究 |
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| 引用本文： | 胡昌斌,张涛.成层土中桩土耦合扭转振动特性理论研究[J].地震工程与工程振动,2009,29(5). |
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| 作者姓名： | 胡昌斌 张涛 |
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| 作者单位： | 福州大学,土木工程学院,福建,福州,350108 |
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| 基金项目： | 福建省高等学校新世纪优秀人才计划 |
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| 摘 要： | 假设桩周土层为成层黏弹性体,土体材料阻尼为黏性阻尼,从三维轴对称角度出发,对任意激振扭矩作用下,成层土中完整桩与土扭转耦合振动时的桩顶振动特性进行了理论研究.首先建立定解问题,然后利用拉氏变换求解得到其振动角位移的形式解,并利用桩土接触界面处的连续条件来考虑桩土耦合作用,使用桩段阻抗函数的传递性进行逐层递推求解,最终得到桩顶频域和时域响应的理论解.通过参数影响分析研究发现,成层土中桩顶复刚度主要受上部土层动力特性及性质影响;随着上层土模量增大桩顶复刚度的刚度部分也相应增大,阻尼部分相应减小.成层土由于土层模量变化,桩的导纳曲线有大峰夹小峰循环的特征.当上层土模量大于下层土模量时,在土层分界面时域波形与初始脉冲反向,反之则同向,土模量突变导致的时域波形的特征反射较平缓,幅度不大.
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| 关 键 词： | 成层土 扭转振动 黏性阻尼 桩土相互作用 |
Torsional vibration of pile in layered soils with considering soil-pile interaction |
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| HU Changbin,ZHANG Tao.Torsional vibration of pile in layered soils with considering soil-pile interaction[J].Earthquake Engineering and Engineering Vibration,2009,29(5). |
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| Authors: | HU Changbin ZHANG Tao |
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| Institution: | HU Changbin,ZHANG Tao(College of Civil Engineering,Fuzhou University,Fuzhou 350108,China) |
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| Abstract: | Considering the interaction between visco-elastic layered soils and integral pile,the dynamic response at the pile head to an arbitrary dynamic load is theoretically investigated.By Laplace transforms and the transmit property of impedance function,the analytical expression of the impedance function and displacement and velocity response function at the pile head in frequency domain and in time domain are derived.The characteristic of interaction between soil layers and pile is theoretically investigated.Th... |
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| Keywords: | layered soil torsional vibration viscous damping pile-soil interaction |
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