{"id":{"repo_id":"wvu","oai_identifier":"oai:researchrepository.wvu.edu:etd-2122"},"canonical_url":"https://search.dev.ndltd.org/etd/wvu/oai:researchrepository.wvu.edu:etd-2122","repository":{"repo_id":"wvu","name":"West Virginia University","base_url":"https://researchrepository.wvu.edu/do/oai/"},"display":{"title":"Wood deck bridges-stress laminated wood panels on steel beams","abstract":"The objective of this project was to simulate a stress laminated timber bridge deck model stiffened with wide flange steel stringers for performance monitoring. The simulation accounted for typical HS-20 repetitive loadings offered by a mechanically controlled actuator.;Based on the results incorporated in this report and additional projects accredited in the literature review, some general recommendations can be established regarding the best approach for constructing timber bridges in the future.;In general, short span prestressed timber bridges appear to be a reliable alternative in rural bridge design applications. Pure aesthetics responsive to timber construction add to the allure of this optional approach. Incorporation of steel stringers offers adequate stiffness contributions, while serving to lower overall project costs and nominal space requirements. Additional stringer implementation, along with an increased deck thickness, should accommodate any imposing design equations.","abstract_html":"The objective of this project was to simulate a stress laminated timber bridge deck model stiffened with wide flange steel stringers for performance monitoring. The simulation accounted for typical HS-20 repetitive loadings offered by a mechanically controlled actuator.;Based on the results incorporated in this report and additional projects accredited in the literature review, some general recommendations can be established regarding the best approach for constructing timber bridges in the future.;In general, short span prestressed timber bridges appear to be a reliable alternative in rural bridge design applications. Pure aesthetics responsive to timber construction add to the allure of this optional approach. Incorporation of steel stringers offers adequate stiffness contributions, while serving to lower overall project costs and nominal space requirements. Additional stringer implementation, along with an increased deck thickness, should accommodate any imposing design equations.","abstract_has_math":false,"creators":["King, Bryan Lin"],"institution":null,"degree_name":"MS","degree_level":"Thesis","degree_discipline":"Civil and Environmental Engineering","degree_department":null,"school":null,"contributors":["Hota GangaRao."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2001,"date_issued":"2001-05-01T07:00:00Z","date_published":"2001-05-01T07:00:00Z","updated_at":"2026-07-24T06:15:16Z","subjects":["Civil engineering"],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["https://researchrepository.wvu.edu/etd/1119"],"render_values":[{"text":"https://researchrepository.wvu.edu/etd/1119","href":"https://researchrepository.wvu.edu/etd/1119","code":true}]}]},"links":{"outbound_url":"https://doi.org/10.33915/etd.1119","outbound_label":"DOI","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Hota GangaRao."]},{"key":"dc:creator","label":"Author","values":["King, Bryan Lin"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.available","label":"Dc Date Available","values":["2019-01-17T08:00:00Z"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil and Environmental Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["MS"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Civil engineering"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["https://doi.org/10.33915/etd.1119","https://researchrepository.wvu.edu/etd/1119"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The objective of this project was to simulate a stress laminated timber bridge deck model stiffened with wide flange steel stringers for performance monitoring. The simulation accounted for typical HS-20 repetitive loadings offered by a mechanically controlled actuator.;Based on the results incorporated in this report and additional projects accredited in the literature review, some general recommendations can be established regarding the best approach for constructing timber bridges in the future.;In general, short span prestressed timber bridges appear to be a reliable alternative in rural bridge design applications. Pure aesthetics responsive to timber construction add to the allure of this optional approach. Incorporation of steel stringers offers adequate stiffness contributions, while serving to lower overall project costs and nominal space requirements. Additional stringer implementation, along with an increased deck thickness, should accommodate any imposing design equations."]},{"key":"dc:title","label":"Title","values":["Wood deck bridges-stress laminated wood panels on steel beams"]}]}],"canonical_facts":{"dc:contributor":["Hota GangaRao."],"dc:creator":["King, Bryan Lin"],"dc:date.available":["2019-01-17T08:00:00Z"],"dc:description.abstract":["The objective of this project was to simulate a stress laminated timber bridge deck model stiffened with wide flange steel stringers for performance monitoring. The simulation accounted for typical HS-20 repetitive loadings offered by a mechanically controlled actuator.;Based on the results incorporated in this report and additional projects accredited in the literature review, some general recommendations can be established regarding the best approach for constructing timber bridges in the future.;In general, short span prestressed timber bridges appear to be a reliable alternative in rural bridge design applications. Pure aesthetics responsive to timber construction add to the allure of this optional approach. Incorporation of steel stringers offers adequate stiffness contributions, while serving to lower overall project costs and nominal space requirements. Additional stringer implementation, along with an increased deck thickness, should accommodate any imposing design equations."],"dc:identifier":["https://doi.org/10.33915/etd.1119","https://researchrepository.wvu.edu/etd/1119"],"dc:subject":["Civil engineering"],"dc:title":["Wood deck bridges-stress laminated wood panels on steel beams"],"thesis:degree_discipline":["Civil and Environmental Engineering"],"thesis:degree_level":["Thesis"],"thesis:degree_name":["MS"]},"updated_at":"2026-07-24T06:15:16Z"}