Effects of Dynamic Soil-Structure Interaction on Performance Level of Moment Resisting Buildings Resting on Different Types of Soil

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dc.contributor.author Tabatabaiefar, Seyed Hamid Reza en_US
dc.contributor.author Fatahi, Behzad en_US
dc.contributor.author Samali, Bijan en_US
dc.contributor.editor Technical Committee en_US
dc.date.accessioned 2012-02-02T11:08:22Z
dc.date.available 2012-02-02T11:08:22Z
dc.date.issued 2011 en_US
dc.identifier 2010002432 en_US
dc.identifier.citation Tabatabaiefar Seyed Hamid Reza, Fatahi Behzad, and Samali Bijan 2011, 'Effects of Dynamic Soil-Structure Interaction on Performance Level of Moment Resisting Buildings Resting on Different Types of Soil', , New Zealand Society for Earthquake Engineering Inc., New Zealand, , pp. 1-8. en_US
dc.identifier.issn 978-0-908960-58-3 en_US
dc.identifier.other E1 en_US
dc.identifier.uri http://hdl.handle.net/10453/16324
dc.description.abstract In this study, two structural models comprising five and fifteen storey moment resisting building frames are selected in conjunction with three different soil deposits with shear wave velocity less than 600m/s. The design sections are defined after applying dynamic nonlinear time history analysis based on inelastic design procedure using elastic-perfectly plastic behaviour of structural elements. These frames are modelled and analysed employing Finite Difference approach using FLAC 2D software under two different boundary conditions namely fixed-base (no soil-structure interaction), and considering soil-structure interaction. Fully nonlinear dynamic analyses under the influence of different earthquake records are conducted and the results of inelastic behaviour of the structural models are compared. The results indicate that the inter-storey drifts of the structural models resting on soil types De and Ee (according to the Australian standard) substantially increase when soil-structure interaction is considered for the above mentioned soil types. Performance levels of the structures change from life safe to near collapse when dynamic soil-structure interaction is incorporated. Therefore, the conventional inelastic design procedure excluding SSI is no longer adequate to guarantee the structural safety for the building frames resting on soft soil deposits. en_US
dc.language English en_US
dc.publisher New Zealand Society for Earthquake Engineering Inc. en_US
dc.relation.isbasedon http://www.aees.org.au/wp-content/uploads/2013/11/47-Tabatabaiefar.pdf en_US
dc.title Effects of Dynamic Soil-Structure Interaction on Performance Level of Moment Resisting Buildings Resting on Different Types of Soil en_US
dc.parent Proceedings of the 2011 Pacific Conference on Earthquake Engineering (PCEE) en_US
dc.journal.volume en_US
dc.journal.number en_US
dc.publocation New Zealand en_US
dc.identifier.startpage 1 en_US
dc.identifier.endpage 8 en_US
dc.cauo.name FEIT.School of Civil and Environmental Engineering en_US
dc.conference Verified OK en_US
dc.for 090501 en_US
dc.personcode 115023 en_US
dc.personcode 103865 en_US
dc.personcode 870186 en_US
dc.percentage 80 en_US
dc.classification.name Civil Geotechnical Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom Pacific Conference on Earthquake Engineering (PCEE) - 'Building an Earthquake Resilient Society' en_US
dc.date.activity 20110414 en_US
dc.location.activity New Zealand en_US
dc.description.keywords NA en_US
dc.staffid en_US
dc.staffid 870186 en_US


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