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dc.contributor.authorIsik, Ercan
dc.contributor.authorKutanis, Mustafa
dc.contributor.authorBal, Ihsan Engin
dc.date.accessioned16/12/21 12:07
dc.date.available16/12/21 12:07
dc.date.issued2016
dc.identifier.issn0553-6626
dc.identifier.urihttp://dspace.beu.edu.tr:8080/xmlui/handle/20.500.12643/10513
dc.identifier.urihttps://doi.org/10.3311/PPci.7661
dc.description.abstractThe probabilistic seismic hazard curves were based on appropriate attenuation relationships at rock sites with a probability of exceedance of 10% in 50 years in this study. Results from the model were compared to the response spectra proposed in Section 7
dc.language.isoEnglish
dc.publisherBudapest Unıv Technology Economıcs
dc.rightsgold
dc.sourcePerıodıca Polytechnıca-Cıvıl Engıneerıng
dc.titleDisplacement of the Buildings According to Site-Specific Earthquake Spectra
dc.typeArticle
dc.identifier.issue1
dc.identifier.startpage37
dc.identifier.endpage43
dc.identifier.doi10.3311/PPci.7661
dc.identifier.wosWOS:000372318400005
dc.identifier.volume60


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