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近源地震的特性及其对RC柱延性的影响
引用本文:谢官模,谷口健男.近源地震的特性及其对RC柱延性的影响[J].武汉理工大学学报,2001,23(1):51-54.
作者姓名:谢官模  谷口健男
作者单位:1. 武汉理工大学
2. 日本国冈山大学
基金项目:日本国自然科学基金资助项目.
摘    要:介绍了近源地震的特点,研究了RC柱在近源地震时的延性特性.计算结果表明,近源地震的垂直地面运动的幅值和频率成分对柱的延性和拟加速度响应有很大影响,对位于近源地震区域的建筑物的抗震设计有必要考虑垂直地面荷载.

关 键 词:近源地震    垂直地面运动    RC柱    延性    拟加速度
修稿时间:2000年11月8日

Characteristics of Near Source Earthquakes and its Effects on Ductility of RC Columns
Xie Guanmo Taniguchi Takeo Xie Guanmo: Assoc. Prof.,Dept. of Engineering Structures and Mechanics,WUT,Wuhan ,China..Characteristics of Near Source Earthquakes and its Effects on Ductility of RC Columns[J].Journal of Wuhan University of Technology,2001,23(1):51-54.
Authors:Xie Guanmo Taniguchi Takeo Xie Guanmo: Assoc Prof  Dept of Engineering Structures and Mechanics  WUT  Wuhan  China
Affiliation:Xie Guanmo Taniguchi Takeo Xie Guanmo: Assoc. Prof.,Dept. of Engineering Structures and Mechanics,WUT,Wuhan 430070,China.
Abstract:In this paper characteristics of near source earthquakes are introduced and its influences on ductility of RC columns are investigated. Numerical results indicate that the magnitude and frequency content of the vertical ground motions have significant effects on the column ductility demand and pseudo acceleration response. The study confirms that strong vertical ground excitations of near source earthquakes should be considered in seismic design.
Keywords:near source earthquakes  vertical ground motions  RC column  ductility  pseudo acceleration response
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