Effects of Bottom Reinforcement on Hysteretic Behavior of Posttensioned Flat Plate Connections
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Kee, Seong-Hoon | - |
dc.contributor.author | Park, Young-Mi | - |
dc.contributor.author | Ha, Sang-Su | - |
dc.contributor.author | Wallace, John W. | - |
dc.date.accessioned | 2022-12-20T21:02:16Z | - |
dc.date.available | 2022-12-20T21:02:16Z | - |
dc.date.created | 2022-08-26 | - |
dc.date.issued | 2009-09 | - |
dc.identifier.issn | 0733-9445 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/176277 | - |
dc.description.abstract | Flat plate systems are commonly designed as a gravity-force-resisting system (GFRS) along with stiffer lateral-force-resisting systems (LFRS) such as shear walls, and moment resisting frames; however, deformation compatibility between the GFRS and LFRS results in positive moments (producing tension at the slab bottom) at the slab-column connections in flat plate systems. Continuous slab-bottom reinforcement (integrity reinforcement) passing through the column is required to prevent progressive collapse; however, for posttensioned flat plate (PT-flat plate) systems, there have been arguments among engineers on applying continuous slab-bottom reinforcement since ACI 318 and 352 provisions do not clearly specify the requirement on the slab-bottom reinforcement for PT flat plates. The purpose of this study is to investigate the effects of continuous slab-bottom reinforcement passing through the column core on the hysteretic behavior of the PT slab-column connections. Test results for six, 3/5 scaled specimens for interior PT flat plate connections subjected to constant gravity loads and quasistatic reversed cyclic lateral loads are presented and indicate that the slab-bottom reinforcement conforming to ACI-ASCE 352R.1 is not required to prevent collapse, but does significantly improves the hysteretic energy absorption capacity. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
dc.title | Effects of Bottom Reinforcement on Hysteretic Behavior of Posttensioned Flat Plate Connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2009)135:9(1019) | - |
dc.identifier.scopusid | 2-s2.0-69149084703 | - |
dc.identifier.wosid | 000269062500002 | - |
dc.identifier.bibliographicCitation | JOURNAL OF STRUCTURAL ENGINEERING-ASCE, v.135, no.9, pp.1019 - 1033 | - |
dc.relation.isPartOf | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | - |
dc.citation.title | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | - |
dc.citation.volume | 135 | - |
dc.citation.number | 9 | - |
dc.citation.startPage | 1019 | - |
dc.citation.endPage | 1033 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | SLAB-COLUMN CONNECTIONS | - |
dc.subject.keywordAuthor | Connections | - |
dc.subject.keywordAuthor | Lateral forces | - |
dc.subject.keywordAuthor | Plates | - |
dc.subject.keywordAuthor | Post tensioning | - |
dc.subject.keywordAuthor | Reinforcement | - |
dc.subject.keywordAuthor | Slabs | - |
dc.identifier.url | https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9445%282009%29135%3A9%281019%29 | - |
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.