{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3003"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3003","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Um modelo semi-analítico em elementos finitos para interação inercial em análise sísmica","abstract":"A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a simplified accelerogram is shown also.","abstract_html":"A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a simplified accelerogram is shown also.","abstract_has_math":false,"creators":["Santos, Sergio Hampshire de Carvalho"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Venâncio Filho, Fernando"],"committee_chairs":[],"committee_members":[],"year":1980,"date_issued":"1980-07","date_published":"1980-07","updated_at":"2026-07-24T01:15:56Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3003","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Venâncio Filho, Fernando"]},{"key":"dc:creator","label":"Author","values":["Santos, Sergio Hampshire de Carvalho"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-10-16T16:21:27Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:06Z"]},{"key":"dc:date.issued","label":"Date","values":["1980-07"]},{"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/11422/3003"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a simplified accelerogram is shown also."]},{"key":"dc:title","label":"Title","values":["Um modelo semi-analítico em elementos finitos para interação inercial em análise sísmica"]}]}],"canonical_facts":{"dc:contributor.advisor":["Venâncio Filho, Fernando"],"dc:creator":["Santos, Sergio Hampshire de Carvalho"],"dc:date.accessioned":["2017-10-16T16:21:27Z"],"dc:date.available":["2026-05-16T03:04:06Z"],"dc:date.issued":["1980-07"],"dc:description.abstract":["A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a simplified accelerogram is shown also."],"dc:identifier.uri":["http://hdl.handle.net/11422/3003"],"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":["Um modelo semi-analítico em elementos finitos para interação inercial em análise sísmica"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:56Z"}