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https://hdl.handle.net/11499/9041
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ozmen, H.B. | - |
dc.contributor.author | İnel, Mehmet | - |
dc.date.accessioned | 2019-08-16T12:58:01Z | |
dc.date.available | 2019-08-16T12:58:01Z | |
dc.date.issued | 2017 | - |
dc.identifier.issn | 1225-4568 | - |
dc.identifier.uri | https://hdl.handle.net/11499/9041 | - |
dc.identifier.uri | https://doi.org/10.12989/sem.2017.62.4.391 | - |
dc.description.abstract | This study investigates the effects of soft story, short columns, heavy overhangs, pounding, and construction and workmanship quality parameters on seismic response of reinforced concrete buildings through nonlinear static and dynamic procedures. The accounted parameters are selected for their common use in rapid screening of RC buildings. The 4-and 7-story buildings designed according to pre-modern codes are used to reflect majority of the existing building stock. The relative penalty scores are employed in this study to evaluate relative importance of certain irregularities in the existing rapid seismic assessment procedures. Comparison of relative scores for the irregularities considered in this study show that the overall trend is similar. The relatively small differences may be accounted for regional construction practices. It is concluded that initial-phase seismic assessment procedures based on architectural features yield in somewhat similar results independent of their bases. However, the differences in the scores emphasize the proper selection of the method based on the regional structure characteristics. Copyright © 2017 Techno-Press, Ltd. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Techno Press | en_US |
dc.relation.ispartof | Structural Engineering and Mechanics | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Existing buildings | en_US |
dc.subject | Irregularity | en_US |
dc.subject | Mid-rise | en_US |
dc.subject | Pounding | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Seismic assessment | en_US |
dc.subject | Concrete buildings | en_US |
dc.subject | Concretes | en_US |
dc.subject | Seismic response | en_US |
dc.subject | Seismology | en_US |
dc.subject | Architectural features | en_US |
dc.subject | Regional constructions | en_US |
dc.subject | Regional structure | en_US |
dc.subject | Seismic Performance | en_US |
dc.subject | Buildings | en_US |
dc.title | Effect of rapid screening parameters on seismic performance of RC buildings | en_US |
dc.type | Article | en_US |
dc.identifier.volume | 62 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.startpage | 391 | |
dc.identifier.startpage | 391 | en_US |
dc.identifier.endpage | 399 | en_US |
dc.authorid | 0000-0002-8323-259X | - |
dc.identifier.doi | 10.12989/sem.2017.62.4.391 | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.scopus | 2-s2.0-85019574099 | en_US |
dc.identifier.wos | WOS:000405236900002 | en_US |
dc.identifier.scopusquality | Q2 | - |
dc.owner | Pamukkale University | - |
item.grantfulltext | none | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.cerifentitytype | Publications | - |
item.openairetype | Article | - |
item.languageiso639-1 | en | - |
item.fulltext | No Fulltext | - |
crisitem.author.dept | 10.02. Civil Engineering | - |
Appears in Collections: | Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
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