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三向地震作用下砌体结构抗震性能研究
引用本文:周德源. 三向地震作用下砌体结构抗震性能研究[J]. 地震工程与工程振动, 1995, 15(3): 119-126
作者姓名:周德源
作者单位:同济大学 中国上海
摘    要:本文首先介绍了两个砌体结构模型在三向地震作用下的地震模拟振动台试验,在此基础上,运用参数识别技术,对试验数据进行了参数识别计算,最后,分析了三向地震作用对砌体结构抗震性能的影响。

关 键 词:三向地震 砌体结构 抗震性能 地震

STUDY ON ASEISMIC BEHAVIOR OF MASONRY STRUCTURE UNDER THREE DIRECTIONAL EARTHOUAKE EXCITATION
Zhou Deyuan. STUDY ON ASEISMIC BEHAVIOR OF MASONRY STRUCTURE UNDER THREE DIRECTIONAL EARTHOUAKE EXCITATION[J]. Earthquake Engineering and Engineering Vibration, 1995, 15(3): 119-126
Authors:Zhou Deyuan
Abstract:In this paper shaking table test of two masonry structure models under three directional earthquake excitation is introduced. Based on the data obtained from the test parameter identification calculation is carried out. By using the calculated parameters,the nonlinear response analysis of masonry structure under three directional earthquake excitation is carried out. At last,the effect on the aseismic behavior of masonry structure of three directional earthquake excitation is discussed.
Keywords:Masonry structure  Seismic behavior
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