Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 한상환 | - |
dc.date.accessioned | 2022-11-21T06:13:36Z | - |
dc.date.available | 2022-11-21T06:13:36Z | - |
dc.date.issued | 2021-12 | - |
dc.identifier.citation | Journal of Building Engineering, v. 44, article no. 102650, Page. 1-13 | en_US |
dc.identifier.issn | 2352-7102;2352-7102 | en_US |
dc.identifier.uri | https://www.sciencedirect.com/science/article/pii/S2352710221005088?via%3Dihub | en_US |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/177089 | - |
dc.description.abstract | Nonlinear analyses are commonly used when evaluating the seismic performance of buildings. To produce reliable results in a seismic performance evaluation, the modeling parameters used in numerical models must be determined accurately for building components. In addition, proper values of acceptance criteria need to be used in the evaluation. In this study, modeling parameters and acceptance criteria for plastic chord rotations are proposed for diagonally reinforced concrete coupling beams (DRCBs). Empirical equations to calculate the values of modeling parameters for DRCBs are proposed by conducting stepwise nonlinear regression analyses with test data of 42 collected DRCB specimens. The proposed equations predicted the measured values of modeling parameters of DRCBs more accurately than the values specified in ASCE 41-16. The acceptance criteria for IO, LS and CP levels are proposed, based on the target exceedance probabilities. © 2021 Elsevier Ltd | en_US |
dc.description.sponsorship | The research was supported by grants from the Ministry of Land, Infrastructure and Transport of Korea ( 21CTAP-C152179-03 ). Constructive comments of three anonymous reviewers are greatly appreciated. | en_US |
dc.language | en | en_US |
dc.publisher | Elsevier Ltd | en_US |
dc.subject | Acceptance criteria | en_US |
dc.subject | Coupling beams | en_US |
dc.subject | Empirical equation | en_US |
dc.subject | Modeling parameters | en_US |
dc.subject | Nonlinear analysis | en_US |
dc.title | Modeling parameters and acceptable plastic chord rotations for diagonally reinforced concrete coupling beams | en_US |
dc.type | Article | en_US |
dc.relation.volume | 44 | - |
dc.identifier.doi | 10.1016/j.jobe.2021.102650 | en_US |
dc.relation.page | 1-13 | - |
dc.relation.journal | Journal of Building Engineering | - |
dc.contributor.googleauthor | Han, Sang Whan | - |
dc.contributor.googleauthor | Lee, Chang Seok | - |
dc.contributor.googleauthor | Cho, Eun Seon | - |
dc.sector.campus | S | - |
dc.sector.daehak | 공과대학 | - |
dc.sector.department | 건축공학부 | - |
dc.identifier.pid | swhan | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.