A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction

Tabatabaiefar, HR; Massumi, A

A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction

Tabatabaiefar, HR

Massumi, A

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Publication Type:: Journal Article
Citation:: Soil Dynamics and Earthquake Engineering, 2010, 30 (11), pp. 1259 - 1267
Issue Date:: 2010-11-01

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Field	Value	Language
dc.contributor.author	Tabatabaiefar, HR https://orcid.org/0000-0003-3480-6582	en_US
dc.contributor.author	Massumi, A	en_US
dc.date.issued	2010-11-01	en_US
dc.identifier.citation	Soil Dynamics and Earthquake Engineering, 2010, 30 (11), pp. 1259 - 1267	en_US
dc.identifier.issn	0267-7261	en_US
dc.identifier.uri	http://hdl.handle.net/10453/53083
dc.description.abstract	As the Iranian seismic code does not address the soil-structure interaction (SSI) explicitly, the effects of SSI on RC-MRFs are studied using the direct method. Four types of structures on three types of soils, with and without the soil interaction, are modeled and subjected to different earthquake records. The results led to a criterion indicating that considering SSI in seismic design, for buildings higher than three and seven stories on soil with Vs<175m/s and 175<Vs<375m/s, respectively, is essential. A simplified procedure has been presented, on the basis that lateral displacement increments could be applied to the fixed-base models using simple factors. © 2010 Elsevier Ltd.	en_US
dc.relation.ispartof	Soil Dynamics and Earthquake Engineering	en_US
dc.relation.isbasedon	10.1016/j.soildyn.2010.05.008	en_US
dc.subject.classification	Strategic, Defence & Security Studies	en_US
dc.title	A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction	en_US
dc.type	Journal Article
utslib.citation.volume	11	en_US
utslib.citation.volume	30	en_US
utslib.for	0404 Geophysics	en_US
utslib.for	0905 Civil Engineering	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.issue	11	en_US
pubs.publication-status	Published	en_US
pubs.volume	30	en_US

Abstract:

As the Iranian seismic code does not address the soil-structure interaction (SSI) explicitly, the effects of SSI on RC-MRFs are studied using the direct method. Four types of structures on three types of soils, with and without the soil interaction, are modeled and subjected to different earthquake records. The results led to a criterion indicating that considering SSI in seismic design, for buildings higher than three and seven stories on soil with Vs<175m/s and 175

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http://hdl.handle.net/10453/53083