[1]何子涵,代旷宇,吕大刚,等.基于耐震时程法的锈蚀RC框架结构抗地震倒塌能力评估[J].地震工程与工程振动,2022,42(06):129-135.[doi:10.13197/j.eeed.2022.0614]
 HE Zihan,DAI Kuangyu,Lü Dagang,et al.Seismic collapse capacity assessment of corroded RC frames using the endurance time method[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2022,42(06):129-135.[doi:10.13197/j.eeed.2022.0614]
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基于耐震时程法的锈蚀RC框架结构抗地震倒塌能力评估
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《地震工程与工程振动》[ISSN:/CN:]

卷:
42
期数:
2022年06期
页码:
129-135
栏目:
第十一届全国地震工程学术会议专题
出版日期:
2022-12-31

文章信息/Info

Title:
Seismic collapse capacity assessment of corroded RC frames using the endurance time method
作者:
何子涵1 代旷宇2 吕大刚1 于晓辉3
1. 哈尔滨工业大学 土木工程学院, 黑龙江 哈尔滨 150090;
2. 郑州大学 水利与土木工程学院, 河南 郑州 450001;
3. 桂林理工大学 土木与建筑工程学院, 广西 桂林 541004
Author(s):
HE Zihan1 DAI Kuangyu2 Lü Dagang1 YU Xiaohui3
1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
2. School of Water Conservancy and Civil Engineering, Zhengzhou University, Zhengzhou 450001, China;
3. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China
关键词:
地震抗倒塌能力钢筋锈蚀钢筋混凝土结构耐震时程法倒塌裕度比
Keywords:
seismic collapse resistancereinforcement corrosionRC frameendurance time methodcollapse margin ratio
分类号:
TU311
DOI:
10.13197/j.eeed.2022.0614
摘要:
钢筋锈蚀会造成钢筋混凝土结构的抗震性能下降,使得结构在地震作用下更易发生倒塌。因此,有必要针对锈蚀钢筋混凝土结构开展抗地震倒塌能力评估。目前,增量动力分析(incrementaldynamic analysis,简称IDA)方法被广泛用于结构的抗倒塌能力评估中。然而,IDA方法计算耗时多,计算效率较差。针对这一问题,文中采用耐震时程方法对锈蚀钢筋混凝土结构进行抗地震倒塌能力评估。以一栋按我国规范设计的钢筋混凝土框架作为研究对象,考虑未锈蚀,10%锈蚀率和20%锈蚀率3种工况的影响。分别采用耐震时程法和IDA方法得到了未锈蚀,10%锈蚀率和20%锈蚀率下钢筋混凝土框架结构的倒塌易损性曲线,并计算获得了结构的倒塌裕度比。研究结果表明:随着锈蚀率的提高,钢筋混凝土框架结构的倒塌裕度比会随之减小。将耐震时程法和IDA方法的分析结果进行对比,2种方法获得的结构倒塌易损性曲线和倒塌裕度比结果均吻合良好,说明耐震时程法可作为IDA方法的一种有效替代方法用于结构的抗倒塌能力分析。
Abstract:
Reinforcement corrosion would degrade the seismic performance of reinforced concrete(RC)structures, leading more vulnerability of structures to collapse under earthquakes. Therefore, it is necessary to evaluate the seismic collapse capacity for the RC structures with corroded reinforcement. Currently, the incremental dynamic analysis(IDA)approach is widely used for the assessment of seismic collapse capacity of structures. However, it often costs numerous time and has low computational efficiency. To solve this problem, this study adopts the endurance time method to evaluate the seismic collapse capacity for corroded RC frames. For illustration, a typical RC frame is designed according to Chinese code as the study case. The corroded rates of zero, 10% and 20% are considered. The endurance time method and IDA method are both used to calculate the seismic collapse fragility curves and collapse margin ratios for the corroded RC frames. The results show that collapse margin ratio decreases with the increase of corrosion rate. Make a comparison of the results by the endurance time method and IDA method. It is found that they yield similar resutes of the collapse fragility curves and collapse margin ratios. This reveals that the endurance time method could be an efficient replacement of IDA method for seismic collapse capacity assessment of structures.

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相似文献/References:

[1]陈昉健,易伟建.锈蚀钢筋混凝土柱抗震性能的非线性分析[J].地震工程与工程振动,2014,34(03):077.[doi:10.13197/j.eeev.2014.03.77.chenfj.011]
 CHEN Fangjian,YI Weijian.Nonlinear analysis of corroded reinforced concrete columns under seismic loading[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2014,34(06):077.[doi:10.13197/j.eeev.2014.03.77.chenfj.011]

备注/Memo

备注/Memo:
收稿日期:2022-06-24;改回日期:2022-08-08。
基金项目:国家自然科学基金项目(52078176,51778198,51678209)
作者简介:何子涵(1996-),男,博士研究生,主要从事地震风险与韧性分析的研究.E-mail:21B933044@stu.hit.edu.cn
通讯作者:于晓辉(1982-),男,教授,博士,主要从事地震易损性和风险分析的研究.E-mail:yxhhit@126.com
更新日期/Last Update: 1900-01-01