2018
DOI: 10.1177/1369433218794001
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Seismic behaviour of fibre-reinforced-polymer- and steel-strengthened timber connections

Abstract: In the event of a seismic attack, the structural integrity of moment-resisting timber frames in the joint region may become compromised and hence the joint may not be able to transfer bending moment around the frame. Often, replacement of a damaged joint is not an option and hence efficient but effective strengthening and repair schemes for such joints are necessary. This article reports the results of 15 tests on 10 metal dowel-type moment-resisting timber connections subjected to monotonic or cyclic loading.… Show more

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Cited by 10 publications
(5 citation statements)
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“…According to Gehloff et al (2010) and Yang et al (2019), splitting failure occurred in the columnbeam joint of the unreinforced moment of resistance specimen in the cyclic tests, which was also observed in the control specimen in this study.…”
Section: Evaluation Of Joint Capacitysupporting
confidence: 82%
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“…According to Gehloff et al (2010) and Yang et al (2019), splitting failure occurred in the columnbeam joint of the unreinforced moment of resistance specimen in the cyclic tests, which was also observed in the control specimen in this study.…”
Section: Evaluation Of Joint Capacitysupporting
confidence: 82%
“…The Type-B3 specimen may have exhibited sufficient ductility because the CFRP reinforced at the joint suppressed the brittle failure of the member (Fig 7e). Thus, the CFRP suppressed the splitting failure by improving the joint capacity of the column-beam joint, showing a similar trend to the studies by Xiong et al (2017) and Yang et al (2019). Furthermore, as the reinforcement ratio of the CFRP increased, the joint capacity and ductility were improved, and the failure was suppressed in the end distance direction.…”
Section: Evaluation Of Joint Capacitysupporting
confidence: 75%
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