{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/20482"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/20482","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Development of design criteria for simply supported slab-and-girder bridges for specialized military loading system","abstract":"Finite element was used to analyze thirty slab-and-girder right bridges which are simply supported. All structures were subjected to two different sets of loading, M1A1-Abram Tank, and M1A1 loaded on M1000 Semitrailer. Total fifty-eight analyses were done (thirty for tank loaded on semitrailer and twenty-eight for tank alone) and maximum bending moments and deflections for both exterior and interior girders were calculated. Different parameters, like bridge span, girder spacing, and stiffness parameter were used to define a particular bridge. All the bridges in the study had five girders (all pretensioned I-shaped). Span of the bridge ranged from 40 to 80 feet, and girder spacing varied from 6 to 9 feet.","abstract_html":"Finite element was used to analyze thirty slab-and-girder right bridges which are simply supported. All structures were subjected to two different sets of loading, M1A1-Abram Tank, and M1A1 loaded on M1000 Semitrailer. Total fifty-eight analyses were done (thirty for tank loaded on semitrailer and twenty-eight for tank alone) and maximum bending moments and deflections for both exterior and interior girders were calculated. Different parameters, like bridge span, girder spacing, and stiffness parameter were used to define a particular bridge. All the bridges in the study had five girders (all pretensioned I-shaped). Span of the bridge ranged from 40 to 80 feet, and girder spacing varied from 6 to 9 feet.","abstract_has_math":false,"creators":["Alam, Gulfam"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Gamble, William L."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":null,"date_issued":"10000-01-01","date_published":"10000-01-01","updated_at":"2026-07-22T22:25:16Z","subjects":["Engineering, Civil"],"languages":["eng"],"rights":["Copyright 1994 Alam, Gulfam"],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["AAI9503128","(UMI)AAI9503128"],"render_values":[{"text":"AAI9503128","href":null,"code":true},{"text":"(UMI)AAI9503128","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/20482","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Gamble, William L."]},{"key":"dc:creator","label":"Author","values":["Alam, Gulfam"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["10000-01-01","2011-05-07T12:40:29Z","1994"]},{"key":"dc:type","label":"Dc Type","values":["text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Dissertation"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Ph.D."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Illinois at Urbana-Champaign"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering, Civil"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright 1994 Alam, Gulfam"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["AAI9503128","(UMI)AAI9503128","http://hdl.handle.net/2142/20482"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Finite element was used to analyze thirty slab-and-girder right bridges which are simply supported. All structures were subjected to two different sets of loading, M1A1-Abram Tank, and M1A1 loaded on M1000 Semitrailer. Total fifty-eight analyses were done (thirty for tank loaded on semitrailer and twenty-eight for tank alone) and maximum bending moments and deflections for both exterior and interior girders were calculated. Different parameters, like bridge span, girder spacing, and stiffness parameter were used to define a particular bridge. All the bridges in the study had five girders (all pretensioned I-shaped). Span of the bridge ranged from 40 to 80 feet, and girder spacing varied from 6 to 9 feet.","The results for maximum bending moments for exterior girder were then compared with the previous studies and AASHTO specifications. It was found that results compare very well with the past work on the subject. AASHTO specifications for maximum bending moments in the exterior girder were found to be simplistic. Static moments in conjunction with derived distribution factor from the analysis results were used to find the maximum bending moments in the exterior girder. These results were found to compare well with the analysis data and previous studies.","Made available in DSpace on 2011-05-07T12:40:29Z (GMT). No. of bitstreams: 2 license.txt: 4922 bytes, checksum: 910b249b4beec47e7ab768910c8f966f (MD5) 9503128.pdf: 2778933 bytes, checksum: 19594286cc05f232cb2c1d6c22b7eaf7 (MD5) Previous issue date: 1994","Item marked as restricted to the 'UIUC Users [automated]' Group (id=2) by Howard Ding (hding2@illinois.edu) on 2011-05-07T14:44:11Z Item is restricted indefinitely.","Restriction data tranferred 2014-07-01T11:19:25-05:00 Original Data Group with Access UIUC Users [automated] Release Date: none Reason: ETDs are only available to UIUC Users without author permission","ETDs are only available to UIUC Users without author permission","U of I Only"]},{"key":"dc:title","label":"Title","values":["Development of design criteria for simply supported slab-and-girder bridges for specialized military loading system"]}]}],"canonical_facts":{"dc:contributor":["Gamble, William L."],"dc:creator":["Alam, Gulfam"],"dc:date":["10000-01-01","2011-05-07T12:40:29Z","1994"],"dc:description":["Finite element was used to analyze thirty slab-and-girder right bridges which are simply supported. All structures were subjected to two different sets of loading, M1A1-Abram Tank, and M1A1 loaded on M1000 Semitrailer. Total fifty-eight analyses were done (thirty for tank loaded on semitrailer and twenty-eight for tank alone) and maximum bending moments and deflections for both exterior and interior girders were calculated. Different parameters, like bridge span, girder spacing, and stiffness parameter were used to define a particular bridge. All the bridges in the study had five girders (all pretensioned I-shaped). Span of the bridge ranged from 40 to 80 feet, and girder spacing varied from 6 to 9 feet.","The results for maximum bending moments for exterior girder were then compared with the previous studies and AASHTO specifications. It was found that results compare very well with the past work on the subject. AASHTO specifications for maximum bending moments in the exterior girder were found to be simplistic. Static moments in conjunction with derived distribution factor from the analysis results were used to find the maximum bending moments in the exterior girder. These results were found to compare well with the analysis data and previous studies.","Made available in DSpace on 2011-05-07T12:40:29Z (GMT). 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