Seismic response of a mid-story isolated structure considering SSI in mountainous areas under long-period earthquakesEnglish Full Text
Wan Feng;Qin Shengwu;Liu Dewen;Zhao Tiange;Zheng Yanping;Shan Hang;Li Zhiang;Peng Fusong;Xu Jingran;Lei Min;College of Construction Engineering, Jilin University;College of Civil Engineering, Southwest Forestry University;College of civil engineering, Southwest Jiaotong University;
Abstract: At present, there is not much research on mid-story isolated structures in mountainous areas. In this study, a model of a mid-story isolated structure considering soil-structure interaction(SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period earthquake waves and two ordinary earthquake waves are selected as inputs for the dynamic time history analysis of the structure. The results show that the seismic response of a midstory isolated structur... More
Keywords:
SSI in mountainous areas; long-period earthquakes; mid-story isolated structure; structural dynamic analysis;
- Series:
(A) Mathematics/ Physics/ Mechanics/ Astronomy; (C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject:
Architecture and Engineering
- Classification Code:
TU352.12
- 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

Download the mobile appuse the app to scan this coderead the article.
Tips: Please download CAJViewer to view CAJ format full text.
Download: 26 Page: 151-161 Pagecount: 11 Size: 964K
Citation Network
Related Literature
- Similar Article
- Reader Recommendation
- Associated Author
- [1]Comparison between seismic analysis of twisting and regular 52-story towers considering soil-structure interaction[J]. Mohamed Naguib Abouelsaad,Mohammed Shaaban,Salah El Bagalaty,Mohamed E.El Madawy. Earthquake Engineering and Engineering Vibration. 2024(03)
- [2]Energy and Buildings[J]. 侯恩哲. 建筑节能(中英文). 2021(04)
- [3]Shaking table tests and dynamic analyses of masonry wall buildings with frame-shear walls at lower stories[J]. David Xiong. Earthquake Engineering and Engineering Vibration. 2008(03)
- [4]Seismic response control of a complex structure using multiple MR dampers: experimental investigation[J]. 陈静,徐幼麟,瞿伟廉,吴志伦. Earthquake Engineering and Engineering Vibration. 2004(02)
- [5]Response of a 2-story test-bed structure for the seismic evaluation of nonstructural systems[J]. Siavash Soroushian,E."Manos" Maragakis,Arash E.Zaghi,Esmaeel Rahmanishamsi,Ahmad M.Itani,Gokhan Pekcan. Earthquake Engineering and Engineering Vibration. 2016(01)
- [6]Pushover analysis of asymmetric-plan buildings based on distribution of the combined modal story shear and torsional moment[J]. Kazem Shakeri,Karim Tarbali,Mohtasham Mohebbi. Earthquake Engineering and Engineering Vibration. 2014(04)
- [7]A tendon system to re-center steel moment frames with weak stories[J]. Wang Tao,Wang Fei,Masayoshi Nakashima. Earthquake Engineering and Engineering Vibration. 2024(04)
- [8]Equating incremental dynamic analysis with static nonlinear analysis at near-field excitation[J]. Asghar Bahramirad,Mohsen Tehranizadeh,Amir Moshref. Earthquake Engineering and Engineering Vibration. 2015(03)
- [9]Fuzzy rule based seismic risk assessment of one-story precast industrial buildings[J]. Mehmet Palanci. Earthquake Engineering and Engineering Vibration. 2019(03)
- [10]弹出式微型图书亭story pod[J]. 工业设计. 2016(02)