DC Field | Value | Language |
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dc.contributor.author | Kwak, Hyo-Gyoung | ko |
dc.contributor.author | Kwon, Yangsu | ko |
dc.date.accessioned | 2016-07-04T03:14:52Z | - |
dc.date.available | 2016-07-04T03:14:52Z | - |
dc.date.created | 2016-05-10 | - |
dc.date.created | 2016-05-10 | - |
dc.date.issued | 2016-02 | - |
dc.identifier.citation | ANNALS OF NUCLEAR ENERGY, v.92, pp.113 - 126 | - |
dc.identifier.issn | 0306-4549 | - |
dc.identifier.uri | http://hdl.handle.net/10203/209060 | - |
dc.description.abstract | This paper proposes a modified stress-strain relation for bonded internal tendon in containment structures on the basis of the tension stiffening effect and the bond characteristics between a tendon and its surrounding concrete. Differently from general approaches for the consideration of bond-slip, which take the double nodes in defining the displacement field, the proposed model indirectly considers the bond-slip effect through the modification for the stress-strain relation of tendon. Since the proposed tendon model takes into account the bond-slip effect without taking double nodes in the numerical modeling of containment structures, it can effectively be implemented into commercialized programs which have a lot of limitation in considering the bond-slip effect at large complex containment structures. The solution algorithm for an un-bonded internal tendon whose structural response is not section dependent but member-dependent is also introduced. The different structural responses from those in bonded tendon are evaluated by successive iterations and finally considered by the additional modification for the stress-strain relation of tendon. The validity of the proposed tendon model is verified through correlation studies between analytical and experimental results for PSC beams and 1/4 PCCV containment structures. (C) 2016 Elsevier Ltd. All rights reserved | - |
dc.language | English | - |
dc.publisher | PERGAMON-ELSEVIER SCIENCE LTD | - |
dc.subject | RC SHEAR WALLS | - |
dc.subject | CONCRETE STRUCTURES | - |
dc.subject | NUMERICAL-ANALYSIS | - |
dc.subject | ULTIMATE | - |
dc.subject | BEHAVIOR | - |
dc.subject | STRESS | - |
dc.subject | METHODOLOGY | - |
dc.subject | SUBJECT | - |
dc.subject | LOADS | - |
dc.title | Nonlinear analysis of containment structure based on modified tendon model | - |
dc.type | Article | - |
dc.identifier.wosid | 000373655600013 | - |
dc.identifier.scopusid | 2-s2.0-84957798263 | - |
dc.type.rims | ART | - |
dc.citation.volume | 92 | - |
dc.citation.beginningpage | 113 | - |
dc.citation.endingpage | 126 | - |
dc.citation.publicationname | ANNALS OF NUCLEAR ENERGY | - |
dc.identifier.doi | 10.1016/j.anucene.2016.01.040 | - |
dc.contributor.localauthor | Kwak, Hyo-Gyoung | - |
dc.contributor.nonIdAuthor | Kwon, Yangsu | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | Containment building | - |
dc.subject.keywordAuthor | PSC structure | - |
dc.subject.keywordAuthor | Tendon | - |
dc.subject.keywordAuthor | Ultimate resisting capacity | - |
dc.subject.keywordAuthor | FEM | - |
dc.subject.keywordPlus | RC SHEAR WALLS | - |
dc.subject.keywordPlus | CONCRETE STRUCTURES | - |
dc.subject.keywordPlus | NUMERICAL-ANALYSIS | - |
dc.subject.keywordPlus | ULTIMATE | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | STRESS | - |
dc.subject.keywordPlus | METHODOLOGY | - |
dc.subject.keywordPlus | SUBJECT | - |
dc.subject.keywordPlus | LOADS | - |
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