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A third was tested using conventional static methods to provide insight into differences in behavior of systems that are subjected to artificial static forces and those allowed to develop natural inertial forces.","abstract_has_math":false,"creators":["Paulson, Thomas Joseph"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Abrams, Daniel P."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2011,"date_issued":"2011-05-07T13:12:10Z","date_published":"2011-05-07T13:12:10Z","updated_at":"2026-07-22T22:25:18Z","subjects":["Engineering, Civil"],"languages":["eng"],"rights":["Copyright 1991 Paulson, Thomas Joseph"],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["AAI9124468","(UMI)AAI9124468"],"render_values":[{"text":"AAI9124468","href":null,"code":true},{"text":"(UMI)AAI9124468","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/21557","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Abrams, Daniel P."]},{"key":"dc:creator","label":"Author","values":["Paulson, Thomas Joseph"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2011-05-07T13:12:10Z","10000-01-01","1991"]},{"key":"dc:type","label":"Dc Type","values":["text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Dissertation"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Ph.D."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Illinois at Urbana-Champaign"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering, Civil"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright 1991 Paulson, Thomas Joseph"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["AAI9124468","(UMI)AAI9124468","http://hdl.handle.net/2142/21557"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Experiments were performed to study the dynamic response of reinforced concrete masonry building structures. 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The use of a substitute linear method was suggested for assessing the stiffness (based on lateral drift) of a trial structural configuration.","Made available in DSpace on 2011-05-07T13:12:10Z (GMT). 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