DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kwak, Hyo-Gyoung | ko |
dc.contributor.author | Song, Jong-Young | ko |
dc.date.accessioned | 2010-11-16T05:50:24Z | - |
dc.date.available | 2010-11-16T05:50:24Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2000 | - |
dc.identifier.citation | STRUCTURAL SAFETY, v.22, no.3, pp.251 - 279 | - |
dc.identifier.issn | 0167-4730 | - |
dc.identifier.uri | http://hdl.handle.net/10203/20025 | - |
dc.description.abstract | This paper proposes a simplified, but effective, algorithm to obtain critical design moments for clamped and/or elastically supported parking garage girders, beams and slabs. Maintaining the uniformly distributed load concept, the equivalent vehicle load factors which can simulate vehicle load effects without conducting additional sophisticated numerical analyses for the concentrated loads are introduced. After determining a standard design vehicle of 2.4 tons through an investigation of small to medium-sized vehicles made in Korea, finite element analyses for concentrated wheel loads were carried out by referring to the influence lines for the girders and beams and influence surfaces for the slabs. Based on the obtained member forces, we determined the equivalent vehicle load factors for the girders, beams and slabs which represent the ratios of member forces under vehicle loads to those under uniformly distributed loads. In addition, the relationships between the equivalent vehicle load factors and sectional dimensions were established by regression and used to obtain the design moments by vehicle loads. The member forces calculated by the proposed method are compared with the results of different approaches mentioned in current design codes with the objective of establishing the relative efficiencies of the proposed method. (C) 2000 published by Elsevier Science Ltd. All rights reserved. | - |
dc.description.sponsorship | The research reported in this paper was made possible by the ®nancial supports from the National Research Laboratory funded by the Ministry of Science and Technology of Korea and BK21 project funded by the Ministry of Education of Korea. The authors would like to express their gratitude to both organizations for their support. | en |
dc.language | English | - |
dc.language.iso | en_US | en |
dc.publisher | Elsevier Science Bv | - |
dc.title | Live Load Factors for Parking Garage Members | - |
dc.type | Article | - |
dc.identifier.wosid | 000090043800003 | - |
dc.identifier.scopusid | 2-s2.0-0033675629 | - |
dc.type.rims | ART | - |
dc.citation.volume | 22 | - |
dc.citation.issue | 3 | - |
dc.citation.beginningpage | 251 | - |
dc.citation.endingpage | 279 | - |
dc.citation.publicationname | STRUCTURAL SAFETY | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | Kwak, Hyo-Gyoung | - |
dc.contributor.nonIdAuthor | Song, Jong-Young | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | parking garage | - |
dc.subject.keywordAuthor | vehicle loads | - |
dc.subject.keywordAuthor | distributed loads | - |
dc.subject.keywordAuthor | equivalent vehicle load factors | - |
dc.subject.keywordAuthor | support deflection | - |
dc.subject.keywordAuthor | beams | - |
dc.subject.keywordAuthor | girders | - |
dc.subject.keywordAuthor | slabs | - |
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