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求解地基-结构系统运动方程的基本频率法 被引量:2

Fundamental Frequency Method for Solving Motion Equations of Soil Structure Systems
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摘要 地基动力阻抗的频率相关性,导致地基-结构系统运动方程的刚度矩阵和阻尼矩阵是运动频率的函数.本文考察求解这类方程的一种近似方法的有效性.算例表明,对于采用箱、筏类基础的高层建筑,近似方法既简单又十分有效. The frequency dependence of the dynamic impedance of soil results in the fact that the stiffness and the damping matrix of the motion equations of soil structure systems are the functions of the motion frequences.The effect of an approximate method for solving such equations is examined.The examples show that the approxiamte method is simple and very effective for the highrise buildings with box or raft foundations.
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 1998年第6期81-85,共5页 Journal of Hunan University:Natural Sciences
关键词 高层建筑 地基-结构系统 运动方程 振动频率 dynamic interaction,dynamic impedance,highrise building
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参考文献3

  • 1蒯行成,湖南大学学报,1997年,24卷,4期,79页
  • 2蒯行成,第一届全国解析与数值结合法会议论文集,1989年,192页
  • 3严人觉,动力基础半空间理论概论,1981年

同被引文献15

  • 1林皋,栾茂田,陈怀海.土-结构相互作用对高层建筑非线性地震反应的影响[J].土木工程学报,1993,26(4):1-13. 被引量:35
  • 2邹立华,赵人达.土-基础相互作用隔震体系地震随机响应分析[J].计算力学学报,2005,22(2):252-256. 被引量:16
  • 3俞载道 傅公康.桩-土-高层框剪结构动力相互柞用分析.同济大学学报,1984,12(1):66-79.
  • 4俞载道 王荣昌 应稼年.地基土与非线性多层剪切型结构相互作用体系的动力分析.同济大学学报,1986,14(3):271-280.
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