{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3218"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3218","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Dimensionamento plástico de edifícios de andares múltiplos, em aço","abstract":"This work presents a review of the theory of plastic design of multistory steel frames and develops a computer program to implement the automatic design of column, girders and bracings. The plastic design utilizes the ductility, which is a inherent structural steel property, and the redistribution of internal forces in statically indeterminate structures that takes place when plastic hinges develop at regions of a high bending moment. In multistory frames, additional moments caused by the P-∆ effect must also be taken into account. The discussion of the plastic design theory and the computer program are divided into two parts: braced multistory frames and unbraced multistory frames. The structure, braced or unbraced, must be designed to satisfy the following criteria: 1) Strength; 2) Serviceability. The validity of the program is verified by a numerical example in which a four-story, three-bay frame is designed.","abstract_html":"This work presents a review of the theory of plastic design of multistory steel frames and develops a computer program to implement the automatic design of column, girders and bracings. The plastic design utilizes the ductility, which is a inherent structural steel property, and the redistribution of internal forces in statically indeterminate structures that takes place when plastic hinges develop at regions of a high bending moment. In multistory frames, additional moments caused by the P-∆ effect must also be taken into account. The discussion of the plastic design theory and the computer program are divided into two parts: braced multistory frames and unbraced multistory frames. The structure, braced or unbraced, must be designed to satisfy the following criteria: 1) Strength; 2) Serviceability. The validity of the program is verified by a numerical example in which a four-story, three-bay frame is designed.","abstract_has_math":false,"creators":["Almeida, Pedro Emídio Teixeira de"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Fang, Pen J."],"committee_chairs":[],"committee_members":[],"year":1981,"date_issued":"1981-06","date_published":"1981-06","updated_at":"2026-07-24T01:15:59Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3218","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Fang, Pen J."]},{"key":"dc:creator","label":"Author","values":["Almeida, Pedro Emídio Teixeira de"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-11-30T16:59:23Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:13Z"]},{"key":"dc:date.issued","label":"Date","values":["1981-06"]},{"key":"dc:publisher","label":"Institution","values":["Universidade Federal do Rio de Janeiro"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"]},{"key":"dc:type","label":"Dc Type","values":["Dissertação"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engenharia Civil"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["por"]},{"key":"dc:rights","label":"Dc Rights","values":["Acesso Aberto"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11422/3218"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This work presents a review of the theory of plastic design of multistory steel frames and develops a computer program to implement the automatic design of column, girders and bracings. The plastic design utilizes the ductility, which is a inherent structural steel property, and the redistribution of internal forces in statically indeterminate structures that takes place when plastic hinges develop at regions of a high bending moment. In multistory frames, additional moments caused by the P-∆ effect must also be taken into account. The discussion of the plastic design theory and the computer program are divided into two parts: braced multistory frames and unbraced multistory frames. The structure, braced or unbraced, must be designed to satisfy the following criteria: 1) Strength; 2) Serviceability. The validity of the program is verified by a numerical example in which a four-story, three-bay frame is designed."]},{"key":"dc:title","label":"Title","values":["Dimensionamento plástico de edifícios de andares múltiplos, em aço"]}]}],"canonical_facts":{"dc:contributor.advisor":["Fang, Pen J."],"dc:creator":["Almeida, Pedro Emídio Teixeira de"],"dc:date.accessioned":["2017-11-30T16:59:23Z"],"dc:date.available":["2026-05-16T03:04:13Z"],"dc:date.issued":["1981-06"],"dc:description.abstract":["This work presents a review of the theory of plastic design of multistory steel frames and develops a computer program to implement the automatic design of column, girders and bracings. The plastic design utilizes the ductility, which is a inherent structural steel property, and the redistribution of internal forces in statically indeterminate structures that takes place when plastic hinges develop at regions of a high bending moment. In multistory frames, additional moments caused by the P-∆ effect must also be taken into account. The discussion of the plastic design theory and the computer program are divided into two parts: braced multistory frames and unbraced multistory frames. The structure, braced or unbraced, must be designed to satisfy the following criteria: 1) Strength; 2) Serviceability. The validity of the program is verified by a numerical example in which a four-story, three-bay frame is designed."],"dc:identifier.uri":["http://hdl.handle.net/11422/3218"],"dc:language":["por"],"dc:publisher":["Universidade Federal do Rio de Janeiro"],"dc:publisher.department":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"],"dc:rights":["Acesso Aberto"],"dc:subject":["Engenharia Civil"],"dc:title":["Dimensionamento plástico de edifícios de andares múltiplos, em aço"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:59Z"}