{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/102861"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/102861","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Influence of intense ground motion on p-delta effect amplification","abstract":"High intensity ground motion can cause significant deformations, which is the basis for additional second-order responses. This analysis uses two recorded ground motions for historical large earthquakes (Kocaeli and Tohoku), a sinusoidal curve, and a simulated ground motion based on the 1906 San Francisco earthquake. These ground motions are applied to material elastic and material plastic version of two benchmark structures developed for the Los Angeles region and the overturning moment and displacements are recorded. The responses are highly dependent on the ground motions, and there is some amplification due to the second-order analysis. The 20-story benchmark structure had more of a second-order amplification, but the moment amplification was under 10% and the displacement amplification was around 5%.","abstract_html":"High intensity ground motion can cause significant deformations, which is the basis for additional second-order responses. This analysis uses two recorded ground motions for historical large earthquakes (Kocaeli and Tohoku), a sinusoidal curve, and a simulated ground motion based on the 1906 San Francisco earthquake. These ground motions are applied to material elastic and material plastic version of two benchmark structures developed for the Los Angeles region and the overturning moment and displacements are recorded. The responses are highly dependent on the ground motions, and there is some amplification due to the second-order analysis. The 20-story benchmark structure had more of a second-order amplification, but the moment amplification was under 10% and the displacement amplification was around 5%.","abstract_has_math":false,"creators":["Santullo, Lauren M."],"institution":"University of Illinois at Urbana-Champaign","degree_name":"M.S.","degree_level":"Thesis","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Elbanna, Ahmed"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2019,"date_issued":"2019-02-07T20:44:29Z","date_published":"2019-02-07T20:44:29Z","updated_at":"2026-07-22T22:24:42Z","subjects":["Structures","Earthquakes","P-delta effects","high-rise buildings"],"languages":["en"],"rights":["Copyright 2018 Lauren Santullo"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/2142/102861","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Elbanna, Ahmed"]},{"key":"dc:creator","label":"Author","values":["Santullo, Lauren M."]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2019-02-07T20:44:29Z","2021-02-08T10:15:36Z","2018-12-14","2018-12"]},{"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":["Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"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":["Structures","Earthquakes","P-delta effects","high-rise buildings"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright 2018 Lauren Santullo"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/102861"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["High intensity ground motion can cause significant deformations, which is the basis for additional second-order responses. This analysis uses two recorded ground motions for historical large earthquakes (Kocaeli and Tohoku), a sinusoidal curve, and a simulated ground motion based on the 1906 San Francisco earthquake. These ground motions are applied to material elastic and material plastic version of two benchmark structures developed for the Los Angeles region and the overturning moment and displacements are recorded. The responses are highly dependent on the ground motions, and there is some amplification due to the second-order analysis. The 20-story benchmark structure had more of a second-order amplification, but the moment amplification was under 10% and the displacement amplification was around 5%.","Submission published under a 24 month embargo labeled 'U of I Access', the embargo will last until 2020-12-01","The student, Lauren Santullo, accepted the attached license on 2018-12-14 at 09:37.","The student, Lauren Santullo, submitted this Thesis for approval on 2018-12-14 at 09:44.","This Thesis was approved for publication on 2018-12-14 at 10:28.","DSpace SAF Submission Ingestion Package generated from Vireo submission #13305 on 2019-02-07 at 14:23:27","Made available in DSpace on 2019-02-07T20:44:29Z (GMT). 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This analysis uses two recorded ground motions for historical large earthquakes (Kocaeli and Tohoku), a sinusoidal curve, and a simulated ground motion based on the 1906 San Francisco earthquake. These ground motions are applied to material elastic and material plastic version of two benchmark structures developed for the Los Angeles region and the overturning moment and displacements are recorded. The responses are highly dependent on the ground motions, and there is some amplification due to the second-order analysis. The 20-story benchmark structure had more of a second-order amplification, but the moment amplification was under 10% and the displacement amplification was around 5%.","Submission published under a 24 month embargo labeled 'U of I Access', the embargo will last until 2020-12-01","The student, Lauren Santullo, accepted the attached license on 2018-12-14 at 09:37.","The student, Lauren Santullo, submitted this Thesis for approval on 2018-12-14 at 09:44.","This Thesis was approved for publication on 2018-12-14 at 10:28.","DSpace SAF Submission Ingestion Package generated from Vireo submission #13305 on 2019-02-07 at 14:23:27","Made available in DSpace on 2019-02-07T20:44:29Z (GMT). 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