[1]朱俊锋,王东炜,霍达..基于位移的RC高层框架结构在大震作用下失效模式相关性分析[J].郑州大学学报(工学版),2006,27(03):9-14.[doi:10.3969/j.issn.1671-6833.2006.03.003]
　ZHU Junfeng,Wang Dongwei,Hoda.Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake[J].Journal of Zhengzhou University (Engineering Science),2006,27(03):9-14.[doi:10.3969/j.issn.1671-6833.2006.03.003]
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基于位移的RC高层框架结构在大震作用下失效模式相关性分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
27
期数:
2006年03期
页码:
9-14
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake
作者:
朱俊锋; 王东炜; 霍达.
北京工业大学建筑工程学院,北京,100022, 郑州大学土木工程学院,河南,郑州,450002
Author(s):
ZHU Junfeng; Wang Dongwei; Hoda
关键词:
体系可靠度;  框架结构;  失效模式;  相关性;  蒙特卡罗法
Keywords:
DOI:
10.3969/j.issn.1671-6833.2006.03.003
文献标志码:
A
摘要:
为了简化抗震设计中结构体系可靠度的计算过程,基于层间位移,把层间位移作为随机变量,以层间变形失效模式为主要失效模式,采用蒙特卡罗方法对高层框架结构在大震作用下进行了失效模式相关性研究,得出了高层框架结构在大震作用下部分失效模式相关性统计规律.
Abstract:
In order to simplify the calculation process of the reliability of the structural system in seismic design, based on the interlayer displacement, the interlayer displacement is taken as a random variable, and the interlayer deformation failure mode is the main failure mode, and the failure mode correlation of high-rise frame structures under the action of large earthquakes is studied by Monte Carlo method, and the statistical law of partial failure mode correlation of high-rise frame structures under large earthquakes is obtained.

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更新日期/Last Update: 1900-01-01