{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/83517"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/83517","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Bolted Flange Alternatives for Moment -Resisting Connections","abstract":"These alternative connections eliminated the backing bar, used high quality shop weld, and reduced the high stress and strain demand on the weld. Therefore, the failure of the bottom flange weld did not occur. However, for connections using the bottom girder flange component only, the inelastic mode of failure occurred at the top girder flange weld. Using the reduced flange plate at both the top girder flange and the bottom girder flange was the most effective method to develop large inelastic rotations of the joint with stable hysteretic behavior.","abstract_html":"These alternative connections eliminated the backing bar, used high quality shop weld, and reduced the high stress and strain demand on the weld. Therefore, the failure of the bottom flange weld did not occur. However, for connections using the bottom girder flange component only, the inelastic mode of failure occurred at the top girder flange weld. Using the reduced flange plate at both the top girder flange and the bottom girder flange was the most effective method to develop large inelastic rotations of the joint with stable hysteretic behavior.","abstract_has_math":false,"creators":["Amidi, Ala"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Schneider, Stephen P."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2015,"date_issued":"2015-09-25T21:05:22Z","date_published":"2015-09-25T21:05:22Z","updated_at":"2026-07-22T22:26:21Z","subjects":["Engineering, Civil"],"languages":["eng"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["(MiAaPQ)AAI9989930"],"render_values":[{"text":"(MiAaPQ)AAI9989930","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/83517","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Schneider, Stephen P."]},{"key":"dc:creator","label":"Author","values":["Amidi, Ala"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2015-09-25T21:05:22Z","10000-01-01","2000"]},{"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"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/83517","(MiAaPQ)AAI9989930"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["These alternative connections eliminated the backing bar, used high quality shop weld, and reduced the high stress and strain demand on the weld. Therefore, the failure of the bottom flange weld did not occur. However, for connections using the bottom girder flange component only, the inelastic mode of failure occurred at the top girder flange weld. Using the reduced flange plate at both the top girder flange and the bottom girder flange was the most effective method to develop large inelastic rotations of the joint with stable hysteretic behavior.","Made available in DSpace on 2015-09-25T21:05:22Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9989930.pdf: 20004137 bytes, checksum: d38b76d35980bad59787ddbfabf0fdb6 (MD5) Previous issue date: 2000","Embargo set by: Seth Robbins for item 84798 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","U of I Only","474 p.","Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000."]},{"key":"dc:title","label":"Title","values":["Bolted Flange Alternatives for Moment -Resisting Connections"]}]}],"canonical_facts":{"dc:contributor":["Schneider, Stephen P."],"dc:creator":["Amidi, Ala"],"dc:date":["2015-09-25T21:05:22Z","10000-01-01","2000"],"dc:description":["These alternative connections eliminated the backing bar, used high quality shop weld, and reduced the high stress and strain demand on the weld. Therefore, the failure of the bottom flange weld did not occur. However, for connections using the bottom girder flange component only, the inelastic mode of failure occurred at the top girder flange weld. Using the reduced flange plate at both the top girder flange and the bottom girder flange was the most effective method to develop large inelastic rotations of the joint with stable hysteretic behavior.","Made available in DSpace on 2015-09-25T21:05:22Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9989930.pdf: 20004137 bytes, checksum: d38b76d35980bad59787ddbfabf0fdb6 (MD5) Previous issue date: 2000","Embargo set by: Seth Robbins for item 84798 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","U of I Only","474 p.","Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000."],"dc:identifier":["http://hdl.handle.net/2142/83517","(MiAaPQ)AAI9989930"],"dc:language":["eng"],"dc:subject":["Engineering, Civil"],"dc:title":["Bolted Flange Alternatives for Moment -Resisting Connections"],"dc:type":["text"],"thesis:degree_discipline":["Civil Engineering"],"thesis:degree_level":["Dissertation"],"thesis:degree_name":["Ph.D."],"thesis:institution_name":["University of Illinois at Urbana-Champaign"]},"updated_at":"2026-07-22T22:26:21Z"}