Seismic Analysis of Prestressed Concrete Masonry Shear Walls

Show simple item record Laursen, Peter en Davidson, Barry en Ingham, Jason en
dc.coverage.spatial London, United Kingdom en 2014-09-01T04:33:59Z en 2002 en
dc.identifier.citation 12th European Conference on Earthquake Engineering, London, United Kingdom, 09 Sep 2002 - 13 Sep 2002. 2002 en
dc.identifier.uri en
dc.description.abstract Non-linear time-history analysis of unbonded post-tensioned concrete masonry (PCM) cantilever walls was carried out in order to clarify the relationship between wall stiffness and strength, and the wall displacement demand due to dynamic seismic excitation. The effects of the PCM wall force-displacement characteristics and structural damping were investigated for a selected building period range. Results from multi-degree of freedom FEM modelling were compared with results from single degree of freedom equivalent structure modelling. Pseudo displacement spectra (Sd) were developed for design use, and a displacement focussed design procedure is outlined. en
dc.relation.ispartof 12th European Conference on Earthquake Engineering en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri en
dc.title Seismic Analysis of Prestressed Concrete Masonry Shear Walls en
dc.type Conference Item en
pubs.finish-date 2002-09-13 en
pubs.start-date 2002-09-09 en
dc.rights.accessrights en
pubs.subtype Conference Paper en
pubs.elements-id 26288 en Engineering en Civil and Environmental Eng en
pubs.record-created-at-source-date 2010-09-01 en

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