The behavior of concrete-encased steel composite column-beam joints under cyclic loading

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dc.contributor.authorSermet, F
dc.contributor.authorErcan, E
dc.contributor.authorHökelekli, E
dc.contributor.authorDemir, A
dc.contributor.authorArisoy, B
dc.date.accessioned2024-07-18T12:05:23Z
dc.date.available2024-07-18T12:05:23Z
dc.description.abstractThis study outlines the cyclic loading response of a concrete-encased steel profile composite column-reinforced concrete beam connection. The experimental study performed for an interior joint. The column in joint was designed as a concrete-encased I-steel profile composite column according to Eurocode 4, and the beam was designed as a regular reinforced concrete beam according to local building codes. In order to emphasize the effect of the joint design, different steel core orientations were used. The numerical analysis was performed using ABAQUS to predict behavior of the joint. The performance of the samples compared the load-carrying capacity, ductility, and failure type. Comparisons were made using load-displacement relationships and failure mechanisms. The analysis results showed that the failure was determined by the behavior of the beam, and the joint capacity depended on the shear capacity of the beam.
dc.identifier.issn1541-7794
dc.identifier.other1541-7808
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/9722
dc.language.isoEnglish
dc.publisherWILEY
dc.subjectSEISMIC PERFORMANCE
dc.subjectCFST COLUMNS
dc.subjectAXIAL LOAD
dc.subjectELEMENT
dc.subjectMODEL
dc.titleThe behavior of concrete-encased steel composite column-beam joints under cyclic loading
dc.typeArticle

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