Simulation of shake table tests on out-of-plane masonry buildings. Part (I): displacement-based approach using simple failure mechanisms

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dc.contributor.authorDerakhshan, H.
dc.contributor.authorNakamura, Y.
dc.contributor.authorIngham, J.
dc.contributor.authorGriffith, M.
dc.date.issued2017
dc.descriptionAccepted 26 August 2016
dc.description.abstractA displacement-based (DB) assessment procedure was used to predict the results of shake table testing of two unreinforced masonry buildings, one made of clay bricks and the other of stone masonry. The simple buildings were subject to an acceleration history, with the maximum acceleration incrementally increased until a collapse mechanism formed. Using the test data, the accuracy and limitations of a displacement-based procedure to predict the maximum building displacements are studied. In particular, the displacement demand was calculated using the displacement response spectrum corresponding to the actual shake table earthquake motion that caused wall collapse (or near collapse). This approach was found to give displacements in reasonable agreement with the wall’s displacement capacity.
dc.description.statementofresponsibilityHossein Derakhshan, Yasuto Nakamura, Jason M. Ingham & Michael C. Griffith
dc.identifier.citationInternational Journal of Architectural Heritage: Conservation, Analysis and Restoration, 2017; 11(1):72-78
dc.identifier.doi10.1080/15583058.2016.1237590
dc.identifier.issn1558-3066
dc.identifier.issn1558-3066
dc.identifier.orcidDerakhshan, H. [0000-0003-1859-4700]
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]
dc.identifier.urihttp://hdl.handle.net/2440/103132
dc.language.isoen
dc.publisherTaylor & Francis
dc.rights© 2017 Taylor & Francis
dc.source.urihttps://doi.org/10.1080/15583058.2016.1237590
dc.titleSimulation of shake table tests on out-of-plane masonry buildings. Part (I): displacement-based approach using simple failure mechanisms
dc.typeJournal article
pubs.publication-statusPublished

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