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dc.creatorKusunoki, Koichi
dc.creatorNishikura, Chikashi
dc.creatorTasai, Akira
dc.date2017-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/54
dc.identifier10.5459/bnzsee.50.4.537-546
dc.descriptionRecently, earthquake damage to non-structural walls has become one of the important issues in Japan. Some buildings were demolished after the 2011 Tohoku Earthquake due to damage of non-structural walls without any significant damage in structural members. After that, several projects were launched to develop a new method to take into account the effect of non-structural walls (hanging, standing, and wing walls). In this paper, experimental test results for beam-column joints with non-structural walls are presented. The objectives of the tests were to investigate the equivalent length and hinge location of beams with hanging and standing walls. The results showed that the yield hinge located at the surface of the wing walls and beam-column joint should be modelled as rigid to estimate the deformation of the beams, regardless of the thickness and height of the wall. A tri-linear modelling method for beams with hanging and standing walls was also proposed, and its applicability was confirmed with the test results.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/54/40
dc.rightsCopyright (c) 2017 Koichi Kusunoki, Chikashi Nishikura, Akira Tasaien-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 50 No. 4 (2017): Special Issue on the Behaviour of Reinforced Concrete Buildings; 537-546en-US
dc.source2324-1543
dc.source1174-9857
dc.titleExperimental study on the seismic behaviour of RC beams with standing and hanging wallsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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