Study on design method to resist progressive collapse for base-isolated structuresChinese Full TextEnglish Full Text (MT)
Bao Chao;Ma Xiaotong;Du Yongfeng;Zhang Shangrong;Che Jialing;Zhang Lixing;School of Civil Engineering and Hydraulic Engineering, Ningxia University;Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology;School of Civil Engineering, North Minzu University;
Abstract: Under extreme accidental loads, it is very likely that the structure will be destroyed in a whole or even collapse due to the failure of local components. As a special form of structure, the isolation structure with constructional measures needs special design to deal with such risks. Finite element models of base-isolated structure were established by SeismoStruct software. By changing key parameters of the constructional measure of the upper structure, the size of isolation layer beams and sla... More
Keywords:
progressive collapse; base-isolated structure; frame structure; constructional measure; design method;
- DOI:
10.19701/j.jzjg.2020.03.009
- Series:
(C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject:
Architecture and Engineering
- Classification Code:
TU352.12;TU312.3
- Mobile Reading
Read on your phone instantly
Step 1
Scan QR Codes
"Mobile CNKI-CNKI Express" App
Step 2
Open“CNKI Express”
and click the scan icon in the upper left corner of the homepage.
Step 3
Scan QR Codes
Read this article on your phone.
- Download
- Online Reading
- BETABETAEnglish HTML (MT)
- AI Summary

Download the mobile appuse the app to scan this coderead the article.
Tips: Please download CAJViewer to view CAJ format full text.
Download: 415 Page: 52-58 Pagecount: 7 Size: 2109K
Citation Network
Related Literature
- Similar Article
- Reader Recommendation
- Associated Author
- [1]不规则性对基础隔震结构抗连续倒塌性能影响研究[J]. 包超,张尚荣,马肖彤,杜永峰,张立新. 地震工程学报. 2018(03)
- [2]基础隔震结构抗连续倒塌动力非线性分析关键问题研究[J]. 包超,马肖彤,杜永峰,张尚荣,马艳. 工程抗震与加固改造. 2018(02)
- [3]基础隔震结构竖向连续倒塌机制及影响因素研究[J]. 杜永峰,段好才,徐天妮. 振动与冲击. 2018(05)
- [4]竖向不规则基础隔震结构抗连续倒塌机制研究[J]. 包超,马肖彤,杜永峰,张尚荣,杨秋宁. 合肥工业大学学报(自然科学版). 2019(01)
- [5]失效时长和结构延性对基础隔震结构连续倒塌影响分析[J]. 杜永峰,董彦军. 工程抗震与加固改造. 2015(05)
- [6]新疆某小学基础隔震结构设计[J]. 齐春玲,张家齐. 低温建筑技术. 2017(03)
- [7]某教学楼基础隔震结构分析与设计[J]. 李学平,刘富君,虞终军. 结构工程师. 2022(01)
- [8]基础隔震结构与层间隔震结构隔震效果对比[J]. 王丽红,赵龙珠,张立柱. 辽宁师专学报(自然科学版). 2003(03)
- [9]随机地震激励下基础隔震结构的复模态解析法[J]. 马万成,周福霖,黄襄云. 广州大学学报(自然科学版). 2006(02)
- [10]基础隔震结构的力学计算讨论[J]. 王文斌,赵小霞,王水成. 山西建筑. 2006(14)