Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/398
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dc.contributor.authorMakhoul, Nisrineen_US
dc.contributor.authorKoussa, Nadimen_US
dc.date.accessioned2020-12-23T08:29:40Z-
dc.date.available2020-12-23T08:29:40Z-
dc.date.issued2014-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/398-
dc.description.abstractA 100 years old historical building constructed with an original composite material was assessed. Even though the compressive strength of the material was found to be relatively high, the structure was found weak for carrying the static and lateral loads. Performance – based seismic retrofitting was carried out. A solution was proposed to strengthen the structure in order to withstand the level of hazard 2% in 50 years. The structure was modeled before and after the strengthening using inelastic dynamic time history analysis, and inelastic static pushover analysis. Results and comparisons of modeling are given before and after strengthening.en_US
dc.format.extent9 p.en_US
dc.language.isoengen_US
dc.titleAssessment and Performance Based Strengthening of an Original Composite Material Designed Buildingen_US
dc.typeConference Paperen_US
dc.relation.conferenceEuropean Conference on Earthquake Engineering and Seismology (2nd : 24-29 August 2014 : Istanbul, Turkey)en_US
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.startpage1en_US
dc.description.endpage9en_US
dc.date.catalogued2018-03-14-
dc.description.statusPublisheden_US
dc.identifier.OlibID178918-
dc.identifier.openURLhttp://www.eaee.org/Media/Default/2ECCES/2ecces_eaee/2274.pdfen_US
dc.relation.ispartoftextSecond European Conference on Earthquake Engineering and Seismology, 2ECEES 2014en_US
dc.provenance.recordsourceOliben_US
Appears in Collections:Department of Civil and Environmental Engineering
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