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Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth.","abstract_html":"The present work has as its main goal determination of loads acting on bridge frames supported by piles or bored piles under the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth.","abstract_has_math":false,"creators":["Diniz, Roberto Antônio da Costa"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Velloso, Dirceu de Alencar"],"committee_chairs":[],"committee_members":[],"year":1972,"date_issued":"1972-12","date_published":"1972-12","updated_at":"2026-07-24T01:15:49Z","subjects":["Pórticos","Pontes","Viadutos","Fundações (Engenharia)"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2328","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Velloso, Dirceu de Alencar"]},{"key":"dc:creator","label":"Author","values":["Diniz, Roberto Antônio da Costa"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-06-27T16:41:06Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:03:31Z"]},{"key":"dc:date.issued","label":"Date","values":["1972-12"]},{"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":["Pórticos","Pontes","Viadutos","Fundações (Engenharia)"]}]},{"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/11422/2328"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The present work has as its main goal determination of loads acting on bridge frames supported by piles or bored piles under the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth."]},{"key":"dc:title","label":"Title","values":["Análise de esforços em estruturas aporticadas com fundações em estacas"]}]}],"canonical_facts":{"dc:contributor.advisor":["Velloso, Dirceu de Alencar"],"dc:creator":["Diniz, Roberto Antônio da Costa"],"dc:date.accessioned":["2017-06-27T16:41:06Z"],"dc:date.available":["2026-05-16T03:03:31Z"],"dc:date.issued":["1972-12"],"dc:description.abstract":["The present work has as its main goal determination of loads acting on bridge frames supported by piles or bored piles under the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth."],"dc:identifier.uri":["http://hdl.handle.net/11422/2328"],"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":["Pórticos","Pontes","Viadutos","Fundações (Engenharia)"],"dc:title":["Análise de esforços em estruturas aporticadas com fundações em estacas"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}