Cited 0 time in
Strengthening design for two-span steel-concrete composite bridges strengthened by external tendons
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Choi, D.H. | - |
| dc.contributor.author | Na, H.S. | - |
| dc.contributor.author | Gwon, S.G. | - |
| dc.date.accessioned | 2022-12-20T16:25:01Z | - |
| dc.date.available | 2022-12-20T16:25:01Z | - |
| dc.date.created | 2022-09-16 | - |
| dc.date.issued | 2010-07 | - |
| dc.identifier.issn | 0000-0000 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/174442 | - |
| dc.description.abstract | In this paper, in case of two-span steel-concrete composite bridges strengthened by external tendons, an analytic expression for the increment of tendon force under external loads is derived using virtual work method for straight and draped external tendons and a new rating factor equation is proposed. Considering the proposed rating factor equation, an analytic procedure has been developed to calculate the number of tendons and the initial tendon force. This method is used to verify a validity and rationality for an existing two-span composite steel-concrete. | - |
| dc.language | 영어 | - |
| dc.language.iso | en | - |
| dc.publisher | Taylor & Francis Group | - |
| dc.title | Strengthening design for two-span steel-concrete composite bridges strengthened by external tendons | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | Choi, D.H. | - |
| dc.identifier.scopusid | 2-s2.0-84856737966 | - |
| dc.identifier.bibliographicCitation | Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management, pp.2733 - 2740 | - |
| dc.relation.isPartOf | Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management | - |
| dc.citation.title | Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management | - |
| dc.citation.startPage | 2733 | - |
| dc.citation.endPage | 2740 | - |
| dc.type.rims | ART | - |
| dc.type.docType | Conference Paper | - |
| dc.description.journalClass | 1 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.subject.keywordPlus | Analytic expressions | - |
| dc.subject.keywordPlus | External loads | - |
| dc.subject.keywordPlus | External tendon | - |
| dc.subject.keywordPlus | Steel-concrete | - |
| dc.subject.keywordPlus | Steel-concrete composite | - |
| dc.subject.keywordPlus | Tendon forces | - |
| dc.subject.keywordPlus | Virtual work method | - |
| dc.subject.keywordPlus | Composite bridges | - |
| dc.subject.keywordPlus | Maintenance | - |
| dc.subject.keywordPlus | Prestressed concrete | - |
| dc.subject.keywordPlus | Safety factor | - |
| dc.subject.keywordPlus | Tendons | - |
| dc.subject.keywordPlus | Wire | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1366
COPYRIGHT © 2024 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.
