Please use this identifier to cite or link to this item: http://hdl.handle.net/11547/764
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dc.contributor.authorESER AYDEMİR, Müberra-
dc.contributor.authorEKİZ, Ibrahim-
dc.date.accessioned2014-01-24T14:33:34Z-
dc.date.available2014-01-24T14:33:34Z-
dc.date.issued2013-
dc.identifier.citationDOI: 10.1080/19648189.2013.810177en_US
dc.identifier.urihttp://hdl.handle.net/11547/764-
dc.description.abstractThis paper addresses the behaviour of multistorey structures considering soil–structure interaction under earthquake excitation. To this end, samples 1, 3, 6, 9, 12 and 15 storey RC plane frames corresponding to aspect ratios (h/ℓ) of 1/3, 1, 2, 3, 4 and 5 are designed based on Turkish Seismic Design Code and analysed in time domain with incremental dynamic analysis. Inelastic displacement ratios and strength reduction factors are investigated for designed sample plane frames for 64 earthquake motions recorded on different site conditions such as rock, stiff soil, soft soil and very soft soil. According to the analysis result, strength reduction factors of sample buildings considering soil–structure interaction are found to be smaller than design strength reduction factors, given the current seismic design codes. This condition leads to an unsafe design and non-conservative design forces. Besides, inelastic displacement ratios of fixed-base and interacting cases are found to be quite different especially for periods shorter than .5 s.en_US
dc.language.isoenen_US
dc.publisherEuropean Journal of Environmental and Civil Engineeringen_US
dc.titleSoil–structure interaction effects on seismic behaviour of multistorey structuresen_US
dc.typeArticleen_US
Appears in Collections:İNŞAAT MÜHENDİSLİĞİ --- CIVIL ENGINEERING

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