场地等级对底层框架结构抗震性能影响的研究

Deng Hongyu, Sun Baitao
{"title":"场地等级对底层框架结构抗震性能影响的研究","authors":"Deng Hongyu, Sun Baitao","doi":"10.1109/ICICTA.2015.225","DOIUrl":null,"url":null,"abstract":"In order to study the seismic performance of masonry buildings with frame and seismic-wall in the lower stories, a serious damaged bottom frame structure in Wenchuan earthquake was taken as the research object in this paper, elasto-plastic time-history analysis and numerical simulation were carried out on the use of ABAQUS finite element software. On this basis, a series of different condition calculation models were designed to study on the influence of site classification on the seismic performance of bottom. The calculation results showed that: the reaction of bottom frame structure in site classification II and III was larger, and had serious damage, the reaction in site classification I and IV was smaller.","PeriodicalId":231694,"journal":{"name":"2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA)","volume":"5 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2015-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the Influence of Site Classification on the Seismic Performance of Bottom Frame Structure\",\"authors\":\"Deng Hongyu, Sun Baitao\",\"doi\":\"10.1109/ICICTA.2015.225\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In order to study the seismic performance of masonry buildings with frame and seismic-wall in the lower stories, a serious damaged bottom frame structure in Wenchuan earthquake was taken as the research object in this paper, elasto-plastic time-history analysis and numerical simulation were carried out on the use of ABAQUS finite element software. On this basis, a series of different condition calculation models were designed to study on the influence of site classification on the seismic performance of bottom. The calculation results showed that: the reaction of bottom frame structure in site classification II and III was larger, and had serious damage, the reaction in site classification I and IV was smaller.\",\"PeriodicalId\":231694,\"journal\":{\"name\":\"2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA)\",\"volume\":\"5 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2015-06-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICICTA.2015.225\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICICTA.2015.225","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

为了研究下部有框架和抗震墙的砌体建筑的抗震性能,本文以汶川地震中受损严重的底层框架结构为研究对象,利用ABAQUS有限元软件对其进行弹塑性时程分析和数值模拟。在此基础上,设计了一系列不同工况的计算模型,研究了场地等级对底部抗震性能的影响。计算结果表明:II、III级场地底框架结构反力较大,破坏严重,I、IV级场地底框架结构反力较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the Influence of Site Classification on the Seismic Performance of Bottom Frame Structure
In order to study the seismic performance of masonry buildings with frame and seismic-wall in the lower stories, a serious damaged bottom frame structure in Wenchuan earthquake was taken as the research object in this paper, elasto-plastic time-history analysis and numerical simulation were carried out on the use of ABAQUS finite element software. On this basis, a series of different condition calculation models were designed to study on the influence of site classification on the seismic performance of bottom. The calculation results showed that: the reaction of bottom frame structure in site classification II and III was larger, and had serious damage, the reaction in site classification I and IV was smaller.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信