{"id":{"repo_id":"mit","oai_identifier":"oai:dspace.mit.edu:1721.1/50619"},"canonical_url":"https://search.dev.ndltd.org/etd/mit/oai:dspace.mit.edu:1721.1/50619","repository":{"repo_id":"mit","name":"MIT","base_url":"https://dspace.mit.edu/oai/request"},"display":{"title":"Renovation proposal for Fenway Park","abstract":"As the oldest stadium in baseball history, the existing structure of Fenway Park presents problems such as limiting seating capacity and obstructed views, caused by the columns supporting the second level. Opened in 1912, this stadium is considered one of today's most historical sporting venues. In 2005, the Red Sox ownership announced that the stadium would remain as the home of the Red Sox for years to come. Consequently, considerable investments were made into the stadium to increase seating capacity and to retrofit the structure. This thesis explores the aforementioned main problems, the seating capacity and the obstructed view, and proposes a new design for the seating deck. Two options are explored: one scheme is a stiff structure with concentric bracing and the second scheme is a flexible structure that implements a Tuned Mass Damper to mitigate the vibrations of the cantilevered deck. A design proposal is presented with standard steel sections. It is concluded that the second option is not feasible because it does not comply with the deflection criterion.","abstract_html":"As the oldest stadium in baseball history, the existing structure of Fenway Park presents problems such as limiting seating capacity and obstructed views, caused by the columns supporting the second level. Opened in 1912, this stadium is considered one of today&#x27;s most historical sporting venues. In 2005, the Red Sox ownership announced that the stadium would remain as the home of the Red Sox for years to come. Consequently, considerable investments were made into the stadium to increase seating capacity and to retrofit the structure. This thesis explores the aforementioned main problems, the seating capacity and the obstructed view, and proposes a new design for the seating deck. Two options are explored: one scheme is a stiff structure with concentric bracing and the second scheme is a flexible structure that implements a Tuned Mass Damper to mitigate the vibrations of the cantilevered deck. A design proposal is presented with standard steel sections. It is concluded that the second option is not feasible because it does not comply with the deflection criterion.","abstract_has_math":false,"creators":["Aldana Urrutia, Luis Pedro"],"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":["Jerome J. Connor."],"committee_chairs":[],"committee_members":[],"year":2009,"date_issued":"2009","date_published":"2009","updated_at":"2026-07-22T22:21:30Z","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/1721.1/50619","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Jerome J. 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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/1721.1/50619"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.","Includes bibliographical references (leaf 39)."]},{"key":"dc:description.abstract","label":"Abstract","values":["As the oldest stadium in baseball history, the existing structure of Fenway Park presents problems such as limiting seating capacity and obstructed views, caused by the columns supporting the second level. Opened in 1912, this stadium is considered one of today's most historical sporting venues. In 2005, the Red Sox ownership announced that the stadium would remain as the home of the Red Sox for years to come. Consequently, considerable investments were made into the stadium to increase seating capacity and to retrofit the structure. This thesis explores the aforementioned main problems, the seating capacity and the obstructed view, and proposes a new design for the seating deck. Two options are explored: one scheme is a stiff structure with concentric bracing and the second scheme is a flexible structure that implements a Tuned Mass Damper to mitigate the vibrations of the cantilevered deck. A design proposal is presented with standard steel sections. It is concluded that the second option is not feasible because it does not comply with the deflection criterion."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["M.Eng."]},{"key":"dc:title","label":"Title","values":["Renovation proposal for Fenway Park"]}]}],"canonical_facts":{"dc:contributor.advisor":["Jerome J. Connor."],"dc:contributor.department":["Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering."],"dc:contributor.other":["Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering."],"dc:creator":["Aldana Urrutia, Luis Pedro"],"dc:date.accessioned":["2010-01-07T21:02:00Z"],"dc:date.available":["2010-01-07T21:02:00Z"],"dc:date.issued":["2009"],"dc:description":["Thesis (M. 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Two options are explored: one scheme is a stiff structure with concentric bracing and the second scheme is a flexible structure that implements a Tuned Mass Damper to mitigate the vibrations of the cantilevered deck. A design proposal is presented with standard steel sections. It is concluded that the second option is not feasible because it does not comply with the deflection criterion."],"dc:description.degree":["M.Eng."],"dc:identifier.uri":["http://hdl.handle.net/1721.1/50619"],"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":["Renovation proposal for Fenway Park"],"dc:type":["Thesis"]},"updated_at":"2026-07-22T22:21:30Z"}