dc.contributor.author |
Laursen, Peter |
en |
dc.contributor.author |
Davidson, Barry |
en |
dc.contributor.author |
Ingham, Jason |
en |
dc.coverage.spatial |
London, United Kingdom |
en |
dc.date.accessioned |
2014-09-01T04:33:59Z |
en |
dc.date.issued |
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 |
http://hdl.handle.net/2292/22832 |
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 |
https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm |
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 |
http://purl.org/eprint/accessRights/RestrictedAccess |
en |
pubs.subtype |
Conference Paper |
en |
pubs.elements-id |
26288 |
en |
pubs.org-id |
Engineering |
en |
pubs.org-id |
Civil and Environmental Eng |
en |
pubs.record-created-at-source-date |
2010-09-01 |
en |