Cyclic deterioration parameters for shear-critical RC columns
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, Chang Seok | - |
dc.contributor.author | Han, Sang Whan | - |
dc.date.accessioned | 2022-07-11T13:16:41Z | - |
dc.date.available | 2022-07-11T13:16:41Z | - |
dc.date.created | 2021-05-14 | - |
dc.date.issued | 2018-08 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/149484 | - |
dc.description.abstract | Existing reinforced concrete (RC) columns are susceptible to shear failure, and they are also known to experience significant strength and stiffness deterioration in force-deformation response. It is important to consider cyclic deteriorations when numerically simulating the force-deformation response of shear-critical RC columns. In this paper, the calibration procedure for three deteriorations (strength, unloading stiffness, and reloading stiffness) parameters is proposed. The numerical model is verified by comparing actual and simulated force-displacement responses of ten shearcritical RC columns. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Techno press | - |
dc.title | Cyclic deterioration parameters for shear-critical RC columns | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.bibliographicCitation | The 2018 Structures Congress (Structures18), pp.1 - 5 | - |
dc.relation.isPartOf | The 2018 Structures Congress (Structures18) | - |
dc.citation.title | The 2018 Structures Congress (Structures18) | - |
dc.citation.startPage | 1 | - |
dc.citation.endPage | 5 | - |
dc.type.rims | ART | - |
dc.type.docType | Proceeding | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | other | - |
dc.identifier.url | http://www.i-asem.org/publication_conf/structures18/7.ICACC18/T4E.3.CC1506_5063F1.pdf | - |
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