Development of Preflex Composite Beam-Stub Abutment Intergal Bridge System
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Jae-Ho Jung | - |
dc.contributor.author | 윤순종 | - |
dc.contributor.author | Won-Sup Jang | - |
dc.contributor.author | Sung-Kun You | - |
dc.contributor.author | Young-Ho Kim | - |
dc.date.accessioned | 2022-02-07T07:41:10Z | - |
dc.date.available | 2022-02-07T07:41:10Z | - |
dc.date.created | 2022-02-07 | - |
dc.date.issued | 2006 | - |
dc.identifier.issn | 1598-2351 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/24958 | - |
dc.description.abstract | In this paper, we present the results of an analytical study pertaining to the structural behavior of pre-deflected (so-calledpreflex) beam-stub abutment integral bridge system. In this bridge system, pre-deflected composite beam is conected withstub-type abutment resting on the H-piles driven in a row in the perpendicular direction of bridge span. To investigate thelength of bridge and the height of abutment. The results of an analytical study on the preflex composite beam-stub abutmentintegral bridge system were compared with those of the conventional joint bridge system, and the design of preflex compositebeam, stub abutment, and pile foundation is also briefly discussed. | - |
dc.publisher | 한국강구조학회 | - |
dc.title | Development of Preflex Composite Beam-Stub Abutment Intergal Bridge System | - |
dc.title.alternative | Development of Preflex Composite Beam-Stub Abutment Intergal Bridge System | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 윤순종 | - |
dc.identifier.bibliographicCitation | International Journal of STEEL STRUCTURES, v.6, no.3, pp.175 - 181 | - |
dc.relation.isPartOf | International Journal of STEEL STRUCTURES | - |
dc.citation.title | International Journal of STEEL STRUCTURES | - |
dc.citation.volume | 6 | - |
dc.citation.number | 3 | - |
dc.citation.startPage | 175 | - |
dc.citation.endPage | 181 | - |
dc.type.rims | ART | - |
dc.identifier.kciid | ART001177703 | - |
dc.description.journalClass | 2 | - |
dc.description.journalRegisteredClass | kci | - |
dc.description.journalRegisteredClass | other | - |
dc.subject.keywordAuthor | Earth presure | - |
dc.subject.keywordAuthor | Integral bridge | - |
dc.subject.keywordAuthor | Preflex composite beam | - |
dc.subject.keywordAuthor | Stub abutment | - |
dc.subject.keywordAuthor | Thermal behavior1. IntroductionTraditionally | - |
dc.subject.keywordAuthor | several types of expansion joints andbearings have been used to accomodate the seasonalthermal expansion and contraction of bridge d | - |
dc.subject.keywordAuthor | Earth presure | - |
dc.subject.keywordAuthor | Integral bridge | - |
dc.subject.keywordAuthor | Preflex composite beam | - |
dc.subject.keywordAuthor | Stub abutment | - |
dc.subject.keywordAuthor | Thermal behavior1. IntroductionTraditionally | - |
dc.subject.keywordAuthor | several types of expansion joints andbearings have been used to accomodate the seasonalthermal expansion and contraction of bridge d | - |
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