Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 최동호 | - |
dc.date.accessioned | 2018-04-16T02:14:43Z | - |
dc.date.available | 2018-04-16T02:14:43Z | - |
dc.date.issued | 2012-06 | - |
dc.identifier.citation | Journal of Constructional Steel Research, 2012, 72, P.143-154 | en_US |
dc.identifier.issn | 0143-974X | - |
dc.identifier.uri | https://www.sciencedirect.com/science/article/pii/S0143974X11003130?via%3Dihub | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/67459 | - |
dc.description.abstract | This paper proposes a new and simple method for estimating the collapse load of a steel cable-stayed bridge. A new convergence criterion for iterative eigenvalue computations is suggested to consider the beam-column effect of a cable-stayed bridge system. The collapse loads of two example bridges representing medium and long-span models are evaluated by the proposed method and compared to a nonlinear inelastic analysis. The results demonstrate that the proposed method is a good substitute for a complex nonlinear inelastic analysis to approximately evaluate the collapse loads as well as failure modes of steel cable-stayed bridges. (C) 2011 Elsevier Ltd. All rights reserved. | en_US |
dc.description.sponsorship | This work is a part of a research project supported by the Korea Ministry of Land, Transportation Maritime Affairs (MLTM) through Core Research Project 1 of Super Long Span Bridge R&D Center. This work was also supported by the Korea Research Foundation Grant funded by the Korean Government (MOEHRD, Basic Research Promotion Fund) (KRF-2008-313-D01043). The authors wish to express their gratitude for the financial support. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Science LTD | en_US |
dc.subject | Cable-stayed bridge | en_US |
dc.subject | Structural stability | en_US |
dc.subject | Collapse loads | en_US |
dc.subject | Buckling | en_US |
dc.subject | Inelastic buckling analysis | en_US |
dc.title | Approximate method for estimation of collapse loads of steel cable-stayed bridges | en_US |
dc.type | Article | en_US |
dc.relation.volume | 72 | - |
dc.identifier.doi | 10.1016/j.jcsr.2011.12.003 | - |
dc.relation.page | 143-154 | - |
dc.relation.journal | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.contributor.googleauthor | Yoo, H. | - |
dc.contributor.googleauthor | Na, H. S. | - |
dc.contributor.googleauthor | Choi, D. H. | - |
dc.relation.code | 2012204917 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | samga | - |
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