{"id":{"repo_id":"ohiolink","oai_identifier":"oai:etd.ohiolink.edu:case1364815696"},"canonical_url":"https://search.dev.ndltd.org/etd/ohiolink/oai:etd.ohiolink.edu:case1364815696","repository":{"repo_id":"ohiolink","name":"OhioLINK","base_url":"https://etd.ohiolink.edu/acprod/odb_etd/ws/oai/oai"},"display":{"title":"STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS","abstract":"Structural Assessment of Multiple Story Steel Buildings Subjected to Blast Loadsby: ANDREW APPELBAUMAbstract This research has been carried out in order to analyze the effects of blast loads on lateral force resisting systems in hardened multistory steel buildings. The results obtained are targeted towards improving the design of buildings such as hospitals and defense offices which must maintain some level of serviceable operations in the event of an explosive attack. In this research, a dynamic load model for blast effects is developed and used to assess the performance of several multistory steel buildings designed for seismic loads. The results are used to quantify demands placed on the lateral force resisting system and critical building equipment. The application of blast resistant ductile connectors is explored as a means of blast mitigation. Assessment of the demands leads to recommendations of potential design solutions for achieving operational performance.","abstract_html":"Structural Assessment of Multiple Story Steel Buildings Subjected to Blast Loadsby: ANDREW APPELBAUMAbstract This research has been carried out in order to analyze the effects of blast loads on lateral force resisting systems in hardened multistory steel buildings. The results obtained are targeted towards improving the design of buildings such as hospitals and defense offices which must maintain some level of serviceable operations in the event of an explosive attack. In this research, a dynamic load model for blast effects is developed and used to assess the performance of several multistory steel buildings designed for seismic loads. The results are used to quantify demands placed on the lateral force resisting system and critical building equipment. The application of blast resistant ductile connectors is explored as a means of blast mitigation. Assessment of the demands leads to recommendations of potential design solutions for achieving operational performance.","abstract_has_math":false,"creators":["Appelbaum, Andrew Craig"],"institution":"Case Western Reserve University School of Graduate Studies","degree_name":"Master of Sciences (Engineering)","degree_level":"masters","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Pollino, Michael"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2013,"date_issued":"2013-08-16","date_published":"2013-08-16","updated_at":"2026-07-24T03:37:16Z","subjects":["Civil Engineering","Engineering","structural","blast resistant design","multi-story"],"languages":["English"],"rights":["unrestricted","This thesis or dissertation is protected by copyright: some rights reserved. It is licensed for use under a Creative Commons license. 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In this research, a dynamic load model for blast effects is developed and used to assess the performance of several multistory steel buildings designed for seismic loads. The results are used to quantify demands placed on the lateral force resisting system and critical building equipment. The application of blast resistant ductile connectors is explored as a means of blast mitigation. Assessment of the demands leads to recommendations of potential design solutions for achieving operational performance."]},{"key":"dc:format","label":"Dc Format","values":["application/pdf","p.287","6.87 MB"]},{"key":"dc:title","label":"Title","values":["STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS"]}]}],"canonical_facts":{"dc:contributor":["Pollino, Michael"],"dc:creator":["Appelbaum, Andrew Craig"],"dc:date":["2013-08-16"],"dc:description":["Structural Assessment of Multiple Story Steel Buildings Subjected to Blast Loadsby: ANDREW APPELBAUMAbstract This research has been carried out in order to analyze the effects of blast loads on lateral force resisting systems in hardened multistory steel buildings. The results obtained are targeted towards improving the design of buildings such as hospitals and defense offices which must maintain some level of serviceable operations in the event of an explosive attack. In this research, a dynamic load model for blast effects is developed and used to assess the performance of several multistory steel buildings designed for seismic loads. The results are used to quantify demands placed on the lateral force resisting system and critical building equipment. The application of blast resistant ductile connectors is explored as a means of blast mitigation. Assessment of the demands leads to recommendations of potential design solutions for achieving operational performance."],"dc:format":["application/pdf","p.287","6.87 MB"],"dc:identifier":["http://rave.ohiolink.edu/etdc/view?acc_num=case1364815696"],"dc:language":["English"],"dc:publisher":["Case Western Reserve University School of Graduate Studies / OhioLINK"],"dc:rights":["unrestricted","This thesis or dissertation is protected by copyright: some rights reserved. It is licensed for use under a Creative Commons license. 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