Shake-table responses of a low-rise RC building model having irregularities at first story
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, Han Seon | - |
dc.contributor.author | Jung, Dong Wook | - |
dc.contributor.author | Lee, Kyung Bo | - |
dc.contributor.author | Kim, Hee Cheul | - |
dc.contributor.author | Lee, Kihak | - |
dc.date.accessioned | 2021-09-07T05:58:37Z | - |
dc.date.available | 2021-09-07T05:58:37Z | - |
dc.date.created | 2021-06-19 | - |
dc.date.issued | 2011-11-25 | - |
dc.identifier.issn | 1225-4568 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/111124 | - |
dc.description.abstract | This paper presents the seismic responses of a 1:5-scale five-story reinforced concrete building model, which represents a residential apartment building that has a high irregularity of weak story, soft story, and torsion simultaneously at the ground story. The model was subjected to a series of uni- and bi-directional earthquake simulation tests. Analysis of the test results leads to the following conclusions: (1) The model survived the table excitations simulating the design earthquake with the PGA of 0.187 g without any significant damages, though it was not designed against earthquakes; (2) The fundamental mode was the torsion mode. The second and third orthogonal translational modes acted independently while the torsion mode showed a strong correlation with the predominant translational mode; (3) After a significant excursion into inelastic behavior, this correlation disappeared and the maximum torsion and torsion deformation remained almost constant regardless of the intensity of the two orthogonal excitations; And, (4) the lateral resistance and stiffness of the critical columns and wall increased or decreased significantly with the large variation of acting axial forces caused by the high bidirectional overturning moments and rocking phenomena under the hi-directional excitations. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | TECHNO-PRESS | - |
dc.subject | FRAME STRUCTURES | - |
dc.subject | TESTS | - |
dc.subject | PERFORMANCE | - |
dc.subject | WALL | - |
dc.title | Shake-table responses of a low-rise RC building model having irregularities at first story | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Lee, Han Seon | - |
dc.identifier.scopusid | 2-s2.0-80755185202 | - |
dc.identifier.wosid | 000296998900005 | - |
dc.identifier.bibliographicCitation | STRUCTURAL ENGINEERING AND MECHANICS, v.40, no.4, pp.517 - 539 | - |
dc.relation.isPartOf | STRUCTURAL ENGINEERING AND MECHANICS | - |
dc.citation.title | STRUCTURAL ENGINEERING AND MECHANICS | - |
dc.citation.volume | 40 | - |
dc.citation.number | 4 | - |
dc.citation.startPage | 517 | - |
dc.citation.endPage | 539 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART001596610 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Engineering, Mechanical | - |
dc.subject.keywordPlus | FRAME STRUCTURES | - |
dc.subject.keywordPlus | TESTS | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordPlus | WALL | - |
dc.subject.keywordAuthor | earthquake simulation test | - |
dc.subject.keywordAuthor | irregularity | - |
dc.subject.keywordAuthor | reinforced concrete | - |
dc.subject.keywordAuthor | torsion | - |
dc.subject.keywordAuthor | bi-directional excitation | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
(02841) 서울특별시 성북구 안암로 14502-3290-1114
COPYRIGHT © 2021 Korea University. All Rights Reserved.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.