{"id":{"repo_id":"missouri","oai_identifier":"oai:mospace.umsystem.edu:10355/5849"},"canonical_url":"https://search.dev.ndltd.org/etd/missouri/oai:mospace.umsystem.edu:10355/5849","repository":{"repo_id":"missouri","name":"University of Missouri","base_url":"https://mospace.umsystem.edu/oai/request"},"display":{"title":"Analytical and experimental evaluation of steel sheets for blast retrofit design","abstract":"[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Blast resistant design has come to the forefront of engineering concerns in the wake of recent terrorist threats to the United States. The focus of this research is to evaluate the use of thin steel sheets as a suitable retrofit material that will assist a wall system in mitigating the applied loads during a blast event. The static resistance of the wall system can be analytically predicted and experimentally verified. Additionally, an efficient means of connecting the steel sheets to the wall system can be experimentally determined. The analytical model will ultimately be implemented into a single degree of freedom dynamic model, which will provide the basis for a user-friendly blast design code. The research shows that a steel sheet retrofit system can effectively increase the strength and ductility of a wall, which allows the wall system to adequately resist the energy imparted from certain blast threats.","abstract_html":"[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Blast resistant design has come to the forefront of engineering concerns in the wake of recent terrorist threats to the United States. The focus of this research is to evaluate the use of thin steel sheets as a suitable retrofit material that will assist a wall system in mitigating the applied loads during a blast event. The static resistance of the wall system can be analytically predicted and experimentally verified. Additionally, an efficient means of connecting the steel sheets to the wall system can be experimentally determined. The analytical model will ultimately be implemented into a single degree of freedom dynamic model, which will provide the basis for a user-friendly blast design code. The research shows that a steel sheet retrofit system can effectively increase the strength and ductility of a wall, which allows the wall system to adequately resist the energy imparted from certain blast threats.","abstract_has_math":false,"creators":["Kennedy, John Anthony"],"institution":"University of Missouri--Columbia","degree_name":"M.S.","degree_level":"Masters","degree_discipline":"Civil and environmental engineering (MU)","degree_department":null,"school":null,"contributors":[],"advisors":["Salim, Hani A., 1966-"],"committee_chairs":[],"committee_members":[],"year":2005,"date_issued":"2005","date_published":"2005","updated_at":"2026-07-24T03:08:09Z","subjects":[],"languages":["eng","English"],"rights":["Access to files is limited to the campuses of the University of Missouri with SSO login."],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/10355/5849","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Salim, Hani A., 1966-"]},{"key":"dc:creator","label":"Author","values":["Kennedy, John Anthony"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2010-02-24T19:06:26Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2010-02-24T19:06:26Z"]},{"key":"dc:date.issued","label":"Date","values":["2005"]},{"key":"dc:publisher","label":"Institution","values":["University of Missouri--Columbia"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil and environmental engineering (MU)"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Missouri--Columbia"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["English"]},{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Access to files is limited to the campuses of the University of Missouri with SSO login."]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10355/5849"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file.","Title from title screen of research.pdf file viewed on (January 24, 2007)","Includes bibliographical references.","Thesis (M.S.) 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The research shows that a steel sheet retrofit system can effectively increase the strength and ductility of a wall, which allows the wall system to adequately resist the energy imparted from certain blast threats."]},{"key":"dc:title","label":"Title","values":["Analytical and experimental evaluation of steel sheets for blast retrofit design"]}]}],"canonical_facts":{"dc:contributor.advisor":["Salim, Hani A., 1966-"],"dc:creator":["Kennedy, John Anthony"],"dc:date.accessioned":["2010-02-24T19:06:26Z"],"dc:date.available":["2010-02-24T19:06:26Z"],"dc:date.issued":["2005"],"dc:description":["The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file.","Title from title screen of research.pdf file viewed on (January 24, 2007)","Includes bibliographical references.","Thesis (M.S.) University of Missouri-Columbia 2005.","Dissertations, Academic -- University of Missouri--Columbia -- Civil engineering."],"dc:description.abstract":["[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Blast resistant design has come to the forefront of engineering concerns in the wake of recent terrorist threats to the United States. The focus of this research is to evaluate the use of thin steel sheets as a suitable retrofit material that will assist a wall system in mitigating the applied loads during a blast event. The static resistance of the wall system can be analytically predicted and experimentally verified. Additionally, an efficient means of connecting the steel sheets to the wall system can be experimentally determined. The analytical model will ultimately be implemented into a single degree of freedom dynamic model, which will provide the basis for a user-friendly blast design code. The research shows that a steel sheet retrofit system can effectively increase the strength and ductility of a wall, which allows the wall system to adequately resist the energy imparted from certain blast threats."],"dc:identifier.uri":["http://hdl.handle.net/10355/5849"],"dc:language":["English"],"dc:language.iso":["eng"],"dc:publisher":["University of Missouri--Columbia"],"dc:rights":["Access to files is limited to the campuses of the University of Missouri with SSO login."],"dc:title":["Analytical and experimental evaluation of steel sheets for blast retrofit design"],"dc:type":["Thesis"],"thesis:degree_discipline":["Civil and environmental engineering (MU)"],"thesis:degree_level":["Masters"],"thesis:degree_name":["M.S."],"thesis:institution_name":["University of Missouri--Columbia"]},"updated_at":"2026-07-24T03:08:09Z"}