{"id":{"repo_id":"ottawa-retro","oai_identifier":"oai:ruor.uottawa.ca:10393/10299"},"canonical_url":"https://search.dev.ndltd.org/etd/ottawa-retro/oai:ruor.uottawa.ca:10393/10299","repository":{"repo_id":"ottawa-retro","name":"University of Ottawa","base_url":"https://ruor.uottawa.ca/server/oai/request"},"display":{"title":"An experimental study on the cyclic behaviour of riveted stiffened seat angle connection with concrete encasement.","abstract":"Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented.","abstract_html":"Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented.","abstract_has_math":false,"creators":["Bisson, Marc A."],"institution":"University of Ottawa (Canada)","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Bruneau, Michel,"],"committee_chairs":[],"committee_members":[],"year":1997,"date_issued":"1997","date_published":"1997","updated_at":"2026-08-21T16:47:21Z","subjects":["Engineering, Civil."],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://dx.doi.org/10.20381/ruor-8222"],"render_values":[{"text":"http://dx.doi.org/10.20381/ruor-8222","href":"http://dx.doi.org/10.20381/ruor-8222","code":true}]},{"key":"dc:identifier","label":"Identifier","values":["Source: Masters Abstracts International, Volume: 36-04, page: 1137.","9780612263017","http://dx.doi.org/10.20381/ruor-8222"],"render_values":[{"text":"Source: Masters Abstracts International, Volume: 36-04, page: 1137.","href":null,"code":true},{"text":"9780612263017","href":null,"code":true},{"text":"http://dx.doi.org/10.20381/ruor-8222","href":"http://dx.doi.org/10.20381/ruor-8222","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10393/10299","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"source_record":{"url":"https://ruor.uottawa.ca/server/oai/request?verb=GetRecord&metadataPrefix=dim&identifier=oai%3Aruor.uottawa.ca%3A10393%2F10299","prefix":"dim"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Bruneau, Michel,"]},{"key":"dc:contributor.advisor","label":"Advisor","values":["Bruneau, Michel,"]},{"key":"dc:creator","label":"Author","values":["Bisson, Marc A."]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2009-03-25T20:13:37Z","1997"]},{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2009-03-25T20:13:37Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2009-03-25T20:13:37Z"]},{"key":"dc:date.issued","label":"Date","values":["1997"]},{"key":"dc:publisher","label":"Institution","values":["University of Ottawa (Canada)"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering, Civil."]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["Source: Masters Abstracts International, Volume: 36-04, page: 1137.","9780612263017","http://hdl.handle.net/10393/10299","http://dx.doi.org/10.20381/ruor-8222"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10393/10299","http://dx.doi.org/10.20381/ruor-8222"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented."]},{"key":"dc:description.abstract","label":"Abstract","values":["Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented."]},{"key":"dc:format","label":"Dc Format","values":["128 p.","application/pdf"]},{"key":"dc:title","label":"Title","values":["An experimental study on the cyclic behaviour of riveted stiffened seat angle connection with concrete encasement."]}]}],"canonical_facts":{"dc:contributor":["Bruneau, Michel,"],"dc:contributor.advisor":["Bruneau, Michel,"],"dc:creator":["Bisson, Marc A."],"dc:date":["2009-03-25T20:13:37Z","1997"],"dc:date.accessioned":["2009-03-25T20:13:37Z"],"dc:date.available":["2009-03-25T20:13:37Z"],"dc:date.issued":["1997"],"dc:description":["Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented."],"dc:description.abstract":["Many older buildings have been constructed using what are considered today as semi-rigid or flexible types of connections. A concrete encasement was typically added to columns in the past for the sole purpose of fire protection. The behaviour of semi-rigid connections under cyclic loading and the contribution to seismic resistance of the concrete encasement is a concern. An experimental investigation was undertaken to determine the effect of concrete encasement on cyclic behaviour of a typical riveted stiffened seat angle connection, and the improvement in behaviour when retrofitted with a proposed method. Existing connections were tested and hysteretic moment-rotation curves were obtained. Models previously developed by other researchers were verified and practical recommendations are presented."],"dc:format":["128 p.","application/pdf"],"dc:identifier":["Source: Masters Abstracts International, Volume: 36-04, page: 1137.","9780612263017","http://hdl.handle.net/10393/10299","http://dx.doi.org/10.20381/ruor-8222"],"dc:identifier.uri":["http://hdl.handle.net/10393/10299","http://dx.doi.org/10.20381/ruor-8222"],"dc:publisher":["University of Ottawa (Canada)"],"dc:subject":["Engineering, Civil."],"dc:title":["An experimental study on the cyclic behaviour of riveted stiffened seat angle connection with concrete encasement."],"dc:type":["Thesis"]},"updated_at":"2026-08-21T16:47:21Z"}