型钢混凝土框架结构失效模式的识别和优化

郑山锁;孙龙飞;司楠;杨威;秦卿

振动与冲击 ›› 2014, Vol. 33 ›› Issue (4) : 167-172.

PDF(1189 KB)
PDF(1189 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (4) : 167-172.
论文

型钢混凝土框架结构失效模式的识别和优化

  • 郑山锁,孙龙飞,司楠,杨威,秦卿
作者信息 +

Recognition and Optimization for Failure Modes of SRC Frame Structures

  • Zheng Shan-suo, Sun Long-fei, Si Nan, Yang Wei, Qin Qing
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文章历史 +

摘要

研究建筑结构在地震作用下的破坏机理,通过识别和优化结构的失效模式,实现结构的破坏由理想的失效模式控制,对提高结构的抗震性能及降低结构倒塌造成的人员伤亡和财产损失具有重要的意义。本文以型钢混凝土框架结构为研究对象,利用地震工程模拟软件OpenSEES平台,采用增量动力分析(IDA)方法得到计算模型在地震作用下的反应,提出了结构最弱失效模式的识别方法,并提出了最佳的优化方案,对相关工程应用有一定的理论指导意义。

Abstract

By researching the failure mechanism of the structure under seismic action, recognizing and optimizing structural failure modes, the desired failure mode of the structure can be achieved, which will improve the seismic performance and reduce casualties and property losses in the earthquake importantly. By using OpenSEES—the Open System for Earthquake Engineering Simulation, and utilizing IDA analysis method together, the seismic response of the steel reinforced concrete frame structure is gained in this paper, and some methods are proposed to identify the failure modes for the structure. Farther, some optimization algorithms are given to improve the failure modes, which have certain theoretical significance for corresponding engineering application.


关键词

型钢混凝土框架结构 / 失效模式 / 识别 / 优化设计 / IDA方法

Key words

steel reinforced concrete frame structure / failure mode / identification / optimum design / incremental dynamic analysis (IDA) method.

引用本文

导出引用
郑山锁;孙龙飞;司楠;杨威;秦卿. 型钢混凝土框架结构失效模式的识别和优化[J]. 振动与冲击, 2014, 33(4): 167-172
Zheng Shan-suo;Sun Long-fei;Si Nan;Yang Wei;Qin Qing. Recognition and Optimization for Failure Modes of SRC Frame Structures[J]. Journal of Vibration and Shock, 2014, 33(4): 167-172

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