[1]赵雷,马亚丽,王东炜,等.多遇地震下砖砌体结构的随机性分析[J].郑州大学学报(工学版),2001,22(01):74-77，80.[doi:10.3969/j.issn.1671-6833.2001.01.021]
　ZHAO Lei,Mayali,Wang Dongwei,et al.Stochastic analysis of brick masonry structure under earthquakes[J].Journal of Zhengzhou University (Engineering Science),2001,22(01):74-77，80.[doi:10.3969/j.issn.1671-6833.2001.01.021]
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多遇地震下砖砌体结构的随机性分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
22
期数:
2001年01期
页码:
74-77，80
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Stochastic analysis of brick masonry structure under earthquakes
作者:
赵雷; 马亚丽; 王东炜; 等.
郑州工业大学土木建筑工程学院,, 郑州工业大学土木建筑工程学院,, 郑州工业大学土木建筑工程学院,, 郑州工业大学土木建筑工程学院,
Author(s):
ZHAO Lei; Mayali; Wang Dongwei; etc
关键词:
砌体结构;  可靠度;  约束;  失效;  蒙特卡罗法
Keywords:
DOI:
10.3969/j.issn.1671-6833.2001.01.021
文献标志码:
A
摘要:
运用可靠度理论，依据我国现有的砖砌体结构所采用的设计规范，建立了抗震和非抗震的砖砌体墙的试验模型，采用Monte-Carlo随机模拟法，在水平地震作用下对这两类模型进行了试验分析，根据统计学原理，总结出砖砌体结构墙的失效部位主要发生在墙洞口的角部的结论和及其原因，并验证了有约束砌体的共同工作系数等结果.
Abstract:
Using the reliability theory, according to the design specifications adopted by the existing brick masonry structure in China, the test model of seismic and non-seismic brick masonry wall was established, and the Monte-Carlo random simulation method was used to test and analyze these two types of models under the action of horizontal earthquake, and according to the statistical principle, the conclusion and cause of the failure part of the brick masonry structure wall mainly occurred in the corner of the wall opening, and the common working coefficient of constrained masonry was verified.

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更新日期/Last Update: 1900-01-01