{"id":{"repo_id":"mit","oai_identifier":"oai:dspace.mit.edu:1721.1/9711"},"canonical_url":"https://search.dev.ndltd.org/etd/mit/oai:dspace.mit.edu:1721.1/9711","repository":{"repo_id":"mit","name":"MIT","base_url":"https://dspace.mit.edu/oai/request"},"display":{"title":"Dynamic analysis of Calatrava's la Devesa footbridge","abstract":"This thesis attempts to describe the static and dynamic behaviors of the leaning arch bridge system. In doing so, the finite element method is employed intensively through the use of ADINA. The FEM model is an attempted reproduction of Calatrava's la Devesa footbridge. While Calatrava has developed the form through several projects, this particular bridge is a relatively clean example of the leaning arch system. The model is subjected to a variety of static and dynamic load cases. These include vertical and horizontal loads. The FEM results provide evidence reinforcing the structural theory behind the leaning arch system and exposing unforeseen behaviors.","abstract_html":"This thesis attempts to describe the static and dynamic behaviors of the leaning arch bridge system. In doing so, the finite element method is employed intensively through the use of ADINA. The FEM model is an attempted reproduction of Calatrava's la Devesa footbridge. While Calatrava has developed the form through several projects, this particular bridge is a relatively clean example of the leaning arch system. The model is subjected to a variety of static and dynamic load cases. These include vertical and horizontal loads. The FEM results provide evidence reinforcing the structural theory behind the leaning arch system and exposing unforeseen behaviors.","abstract_has_math":false,"creators":["Greenwold, David Joshua, 1974-"],"institution":"Massachusetts Institute of Technology","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":"Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering","school":null,"contributors":[],"advisors":["J.J. Connor."],"committee_chairs":[],"committee_members":[],"year":1999,"date_issued":"1999","date_published":"1999","updated_at":"2026-07-22T22:20:55Z","subjects":["Civil and Environmental Engineering"],"languages":["eng"],"rights":["M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission."],"rights_urls":["http://dspace.mit.edu/handle/1721.1/7582"],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/1721.1/9711","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["J.J. Connor."]},{"key":"dc:contributor.department","label":"Department","values":["Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering"]},{"key":"dc:creator","label":"Author","values":["Greenwold, David Joshua, 1974-"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2005-08-19T19:38:37Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2005-08-19T19:38:37Z"]},{"key":"dc:date.issued","label":"Date","values":["1999"]},{"key":"dc:publisher","label":"Institution","values":["Massachusetts Institute of Technology"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Civil and Environmental Engineering"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission."]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://dspace.mit.edu/handle/1721.1/7582"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/1721.1/9711"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.","Includes bibliographical references (leaves 80-81)."]},{"key":"dc:description.abstract","label":"Abstract","values":["This thesis attempts to describe the static and dynamic behaviors of the leaning arch bridge system. In doing so, the finite element method is employed intensively through the use of ADINA. The FEM model is an attempted reproduction of Calatrava's la Devesa footbridge. While Calatrava has developed the form through several projects, this particular bridge is a relatively clean example of the leaning arch system. The model is subjected to a variety of static and dynamic load cases. These include vertical and horizontal loads. The FEM results provide evidence reinforcing the structural theory behind the leaning arch system and exposing unforeseen behaviors."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["S.M."]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["Dynamic analysis of Calatrava's la Devesa footbridge"]}]}],"canonical_facts":{"dc:contributor.advisor":["J.J. Connor."],"dc:contributor.department":["Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering"],"dc:creator":["Greenwold, David Joshua, 1974-"],"dc:date.accessioned":["2005-08-19T19:38:37Z"],"dc:date.available":["2005-08-19T19:38:37Z"],"dc:date.issued":["1999"],"dc:description":["Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.","Includes bibliographical references (leaves 80-81)."],"dc:description.abstract":["This thesis attempts to describe the static and dynamic behaviors of the leaning arch bridge system. In doing so, the finite element method is employed intensively through the use of ADINA. The FEM model is an attempted reproduction of Calatrava's la Devesa footbridge. While Calatrava has developed the form through several projects, this particular bridge is a relatively clean example of the leaning arch system. The model is subjected to a variety of static and dynamic load cases. These include vertical and horizontal loads. The FEM results provide evidence reinforcing the structural theory behind the leaning arch system and exposing unforeseen behaviors."],"dc:description.degree":["S.M."],"dc:format.mimetype":["application/pdf"],"dc:identifier.uri":["http://hdl.handle.net/1721.1/9711"],"dc:language.iso":["eng"],"dc:publisher":["Massachusetts Institute of Technology"],"dc:rights":["M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission."],"dc:rights.uri":["http://dspace.mit.edu/handle/1721.1/7582"],"dc:subject":["Civil and Environmental Engineering"],"dc:title":["Dynamic analysis of Calatrava's la Devesa footbridge"],"dc:type":["Thesis"]},"updated_at":"2026-07-22T22:20:55Z"}