Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Kang, Jin-Wook | - |
dc.contributor.author | Jee, Hyun-Woo | - |
dc.contributor.author | Shin, Myoungsu | - |
dc.contributor.author | Lee, Kihak | - |
dc.date.accessioned | 2022-07-10T20:57:00Z | - |
dc.date.available | 2022-07-10T20:57:00Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2018-12 | - |
dc.identifier.issn | 1976-0485 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/148831 | - |
dc.description.abstract | Coupled shear walls are efficient in resisting lateral forces induced by winds and earthquakes. However, it is difficult to construct coupled shear walls particularly because current design codes require complex reinforcing details within coupling beams. The objective of this study was to develop simple reinforcement details for diagonally reinforced coupling beams; reducing transverse steel by use of high-performance fiber-reinforced cementitious composites (HPFRCCs) and bundling diagonal bars are explored. Four coupling beam specimens with length-to-depth aspect ratios of 2.0 or 3.5 were fabricated and tested under cyclic lateral displacements. The test results revealed that HPFRCC coupling beams with bundled diagonal bars and widely spaced transverse reinforcement (one-half the amount of reinforcement required by current seismic codes) exhibited excellent seismic performance compared with ordinary concrete coupling beams having code-required distributed diagonal reinforcement and transverse reinforcement. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | 한국콘크리트학회 | - |
dc.title | Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1186/s40069-018-0271-6 | - |
dc.identifier.scopusid | 2-s2.0-85047916129 | - |
dc.identifier.wosid | 000437119100019 | - |
dc.identifier.bibliographicCitation | International Journal of Concrete Structures and Materials, v.12, no.1, pp.1 - 15 | - |
dc.relation.isPartOf | International Journal of Concrete Structures and Materials | - |
dc.citation.title | International Journal of Concrete Structures and Materials | - |
dc.citation.volume | 12 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 1 | - |
dc.citation.endPage | 15 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART002352083 | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | Y | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | REINFORCED CEMENT COMPOSITES | - |
dc.subject.keywordPlus | HIGH-PERFORMANCE | - |
dc.subject.keywordPlus | SEISMIC BEHAVIOR | - |
dc.subject.keywordPlus | DESIGN | - |
dc.subject.keywordPlus | DUCTILITY | - |
dc.subject.keywordPlus | WALLS | - |
dc.subject.keywordAuthor | coupled shear wall | - |
dc.subject.keywordAuthor | coupling beam | - |
dc.subject.keywordAuthor | diagonal reinforcement | - |
dc.subject.keywordAuthor | high-performance fiber-reinforced cementitious composite | - |
dc.identifier.url | https://link.springer.com/article/10.1186%2Fs40069-018-0271-6 | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365
COPYRIGHT © 2021 HANYANG UNIVERSITY.
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.