完整後設資料紀錄
DC 欄位語言
dc.contributor.authorSung, Y. C.en_US
dc.contributor.authorLin, T. K.en_US
dc.contributor.authorHsiao, C. C.en_US
dc.contributor.authorLai, M. C.en_US
dc.date.accessioned2019-04-02T06:01:08Z-
dc.date.available2019-04-02T06:01:08Z-
dc.date.issued2013-09-01en_US
dc.identifier.issn1671-3664en_US
dc.identifier.urihttp://dx.doi.org/10.1007/s11803-013-0179-8en_US
dc.identifier.urihttp://hdl.handle.net/11536/147664-
dc.description.abstractSince most current seismic capacity evaluations of reinforced concrete (RC) frame structures are implemented by either static pushover analysis (PA) or dynamic time history analysis, with diverse settings of the plastic hinges (PHs) on such main structural components as columns, beams and walls, the complex behavior of shear failure at beam-column joints (BCJs) during major earthquakes is commonly neglected. This study proposes new nonlinear PA procedures that consider shear failure at BCJs and seek to assess the actual damage to RC structures. Based on the specifications of FEMA-356, a simplified joint model composed of two nonlinear cross struts placed diagonally over the location of the plastic hinge is established, allowing a sophisticated PA to be performed. To verify the validity of this method, the analytical results for the capacity curves and the failure mechanism derived from three different full-size RC frames are compared with the experimental measurements. By considering shear failure at BCJs, the proposed nonlinear analytical procedures can be used to estimate the structural behavior of RC frames, including seismic capacity and the progressive failure sequence of joints, in a precise and effective manner.en_US
dc.language.isoen_USen_US
dc.subjectRC frameen_US
dc.subjectbeam-column jointen_US
dc.subjectpushover analysis: capacity curveen_US
dc.subjectplastic hingeen_US
dc.subjectperformance-based seismic evaluationen_US
dc.titlePushover analysis of reinforced concrete frames considering shear failure at beam-column jointsen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s11803-013-0179-8en_US
dc.identifier.journalEARTHQUAKE ENGINEERING AND ENGINEERING VIBRATIONen_US
dc.citation.volume12en_US
dc.citation.spage373en_US
dc.citation.epage383en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.identifier.wosnumberWOS:000324063700005en_US
dc.citation.woscount6en_US
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