Ultimate behavior of steel cable-stayed bridges - I. Rational ultimate analysis method -
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, Seungjun | - |
dc.contributor.author | Won, Deok Hee | - |
dc.contributor.author | Kang, Young Jong | - |
dc.date.accessioned | 2021-09-03T23:23:05Z | - |
dc.date.available | 2021-09-03T23:23:05Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2016-06 | - |
dc.identifier.issn | 1598-2351 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/88502 | - |
dc.description.abstract | This paper presents an investigation on the ultimate behavior of steel cable-stayed bridges. In general, various nonlinear factors affect the global behavior of cable-stayed bridges, such as material nonlinearities, cable-sag effect, beam-column effect, large displacement effect, and girder-mast-cable interaction. These effects also affect the ultimate behavior of cable-stayed bridges. Therefore, a rational analysis method should be performed to study the ultimate behavior of cable-stayed bridges. Because of various nonlinearities, the analysis should be based on the theory of nonlinear finite element analysis. Moreover, rational ultimate analysis can reflect characteristics of the design and construction of cable-stayed bridges. In this study, a rational ultimate analysis method for steel cable-stayed bridges is developed and proposed based on the theory of nonlinear finite element analysis. A two-step analysis method is proposed and used in this study. Through this analysis scheme, the structural state under dead load is considered before the live load analysis. The developed program is used to study the ultimate behavior of steel cable-stayed bridges under vertically applied live load cases. Analytical study is used to investigate governing ultimate modes under the considered live load cases. By comparing the analysis results under each live load case, the critical load case is determined. The effects of geometric nonlinearities and material nonlinearities on the ultimate behavior of steel cable-stayed bridges are studied by performing geometric nonlinear analysis, as well as ultimate analysis. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | KOREAN SOC STEEL CONSTRUCTION-KSSC | - |
dc.subject | NONLINEAR-ANALYSIS | - |
dc.subject | STATIC ANALYSIS | - |
dc.subject | DEAD LOADS | - |
dc.subject | STABILITY | - |
dc.subject | FORCES | - |
dc.subject | DESIGN | - |
dc.title | Ultimate behavior of steel cable-stayed bridges - I. Rational ultimate analysis method - | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Seungjun | - |
dc.contributor.affiliatedAuthor | Kang, Young Jong | - |
dc.identifier.doi | 10.1007/s13296-016-6027-8 | - |
dc.identifier.scopusid | 2-s2.0-84978200109 | - |
dc.identifier.wosid | 000379535000027 | - |
dc.identifier.bibliographicCitation | INTERNATIONAL JOURNAL OF STEEL STRUCTURES, v.16, no.2, pp.601 - 624 | - |
dc.relation.isPartOf | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | - |
dc.citation.title | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | - |
dc.citation.volume | 16 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 601 | - |
dc.citation.endPage | 624 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART002125059 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | NONLINEAR-ANALYSIS | - |
dc.subject.keywordPlus | STATIC ANALYSIS | - |
dc.subject.keywordPlus | DEAD LOADS | - |
dc.subject.keywordPlus | STABILITY | - |
dc.subject.keywordPlus | FORCES | - |
dc.subject.keywordPlus | DESIGN | - |
dc.subject.keywordAuthor | cable-stayed bridges | - |
dc.subject.keywordAuthor | nonlinear analysis | - |
dc.subject.keywordAuthor | initial shape analysis | - |
dc.subject.keywordAuthor | refined plastic hinge method | - |
dc.subject.keywordAuthor | generalized displacement control method | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
(02841) 서울특별시 성북구 안암로 14502-3290-1114
COPYRIGHT © 2021 Korea University. All Rights Reserved.
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.