{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2586"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2586","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise dinâmica de torres e estruturas elevadas lateralmente carregadas","abstract":"The dynamic response of tall building is studied for two different behaviors of structures: a cantilever beam and a shear building. The wind action is supposed to be deterministic. A viscous type damping is introduced and the general equations of the motion are obtained from the Hamilton Principle. Some considerations are done on the nature of the damping matrix, by means of specifying the percentage of critical damping, uncoupling of damped systems and methods for the calculation of the eigenvalues. An automatic computer program is developed to provide the dynamic characteristics and response to several types of loading. The program is written in FORTRAN for the IBM/360 computer.","abstract_html":"The dynamic response of tall building is studied for two different behaviors of structures: a cantilever beam and a shear building. The wind action is supposed to be deterministic. A viscous type damping is introduced and the general equations of the motion are obtained from the Hamilton Principle. Some considerations are done on the nature of the damping matrix, by means of specifying the percentage of critical damping, uncoupling of damped systems and methods for the calculation of the eigenvalues. An automatic computer program is developed to provide the dynamic characteristics and response to several types of loading. The program is written in FORTRAN for the IBM/360 computer.","abstract_has_math":false,"creators":["Oliveira, Romilde Almeida de"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Gomes, Paulo Alcantara"],"committee_chairs":[],"committee_members":[],"year":1974,"date_issued":"1974-02","date_published":"1974-02","updated_at":"2026-07-24T01:15:49Z","subjects":["Análise não linear de estrturas"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2586","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Gomes, Paulo Alcantara"]},{"key":"dc:creator","label":"Author","values":["Oliveira, Romilde Almeida de"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-08-04T12:27:27Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:03:57Z"]},{"key":"dc:date.issued","label":"Date","values":["1974-02"]},{"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":["Análise não linear de estrturas"]}]},{"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/11422/2586"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The dynamic response of tall building is studied for two different behaviors of structures: a cantilever beam and a shear building. The wind action is supposed to be deterministic. A viscous type damping is introduced and the general equations of the motion are obtained from the Hamilton Principle. Some considerations are done on the nature of the damping matrix, by means of specifying the percentage of critical damping, uncoupling of damped systems and methods for the calculation of the eigenvalues. An automatic computer program is developed to provide the dynamic characteristics and response to several types of loading. The program is written in FORTRAN for the IBM/360 computer."]},{"key":"dc:title","label":"Title","values":["Análise dinâmica de torres e estruturas elevadas lateralmente carregadas"]}]}],"canonical_facts":{"dc:contributor.advisor":["Gomes, Paulo Alcantara"],"dc:creator":["Oliveira, Romilde Almeida de"],"dc:date.accessioned":["2017-08-04T12:27:27Z"],"dc:date.available":["2026-05-16T03:03:57Z"],"dc:date.issued":["1974-02"],"dc:description.abstract":["The dynamic response of tall building is studied for two different behaviors of structures: a cantilever beam and a shear building. The wind action is supposed to be deterministic. A viscous type damping is introduced and the general equations of the motion are obtained from the Hamilton Principle. Some considerations are done on the nature of the damping matrix, by means of specifying the percentage of critical damping, uncoupling of damped systems and methods for the calculation of the eigenvalues. An automatic computer program is developed to provide the dynamic characteristics and response to several types of loading. The program is written in FORTRAN for the IBM/360 computer."],"dc:identifier.uri":["http://hdl.handle.net/11422/2586"],"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":["Análise não linear de estrturas"],"dc:title":["Análise dinâmica de torres e estruturas elevadas lateralmente carregadas"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}