{"id":{"repo_id":"vt","oai_identifier":"oai:vtechworks.lib.vt.edu:10919/53496"},"canonical_url":"https://search.dev.ndltd.org/etd/vt/oai:vtechworks.lib.vt.edu:10919/53496","repository":{"repo_id":"vt","name":"Virginia Tech","base_url":"https://vtechworks.lib.vt.edu/oai/request"},"display":{"title":"The analysis of arched trussed bents by moment and thrust distribution","abstract":"The neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral point than about the joint. The actual process of distribution of moments and thrusts follows the pattern outlined by Professor D.H. Pletta in his <u>Notes on Statically Indeterminate Structures</u>⁷.","abstract_html":"The neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral point than about the joint. The actual process of distribution of moments and thrusts follows the pattern outlined by Professor D.H. Pletta in his &lt;u&gt;Notes on Statically Indeterminate Structures&lt;/u&gt;⁷.","abstract_has_math":false,"creators":["Brown, Richard Burton"],"institution":"Virginia Polytechnic Institute","degree_name":"Master of Science","degree_level":"masters","degree_discipline":"Applied Mechanics","degree_department":"Applied Mechanics","school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1952,"date_issued":"1952","date_published":"1952","updated_at":"2026-07-22T22:20:03Z","subjects":[],"languages":["en_US"],"rights":["In Copyright"],"rights_urls":["http://rightsstatements.org/vocab/InC/1.0/"],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/10919/53496","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.department","label":"Department","values":["Applied Mechanics"]},{"key":"dc:creator","label":"Author","values":["Brown, Richard Burton"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2015-06-23T19:12:30Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2015-06-23T19:12:30Z"]},{"key":"dc:date.issued","label":"Date","values":["1952"]},{"key":"dc:publisher","label":"Institution","values":["Virginia Polytechnic Institute"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.dcmitype","label":"Dc Type Dcmitype","values":["Text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Applied Mechanics"]},{"key":"thesis:degree_level","label":"Degree Level","values":["masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Virginia Polytechnic Institute"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en_US"]},{"key":"dc:rights","label":"Dc Rights","values":["In Copyright"]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://rightsstatements.org/vocab/InC/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10919/53496"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral point than about the joint. The actual process of distribution of moments and thrusts follows the pattern outlined by Professor D.H. Pletta in his <u>Notes on Statically Indeterminate Structures</u>⁷."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["Master of Science"]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["The analysis of arched trussed bents by moment and thrust distribution"]}]}],"canonical_facts":{"dc:contributor.department":["Applied Mechanics"],"dc:creator":["Brown, Richard Burton"],"dc:date.accessioned":["2015-06-23T19:12:30Z"],"dc:date.available":["2015-06-23T19:12:30Z"],"dc:date.issued":["1952"],"dc:description.abstract":["The neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral point than about the joint. The actual process of distribution of moments and thrusts follows the pattern outlined by Professor D.H. Pletta in his <u>Notes on Statically Indeterminate Structures</u>⁷."],"dc:description.degree":["Master of Science"],"dc:format.mimetype":["application/pdf"],"dc:identifier.uri":["http://hdl.handle.net/10919/53496"],"dc:language.iso":["en_US"],"dc:publisher":["Virginia Polytechnic Institute"],"dc:rights":["In Copyright"],"dc:rights.uri":["http://rightsstatements.org/vocab/InC/1.0/"],"dc:title":["The analysis of arched trussed bents by moment and thrust distribution"],"dc:type":["Thesis"],"dc:type.dcmitype":["Text"],"thesis:degree_discipline":["Applied Mechanics"],"thesis:degree_level":["masters"],"thesis:degree_name":["Master of Science"],"thesis:institution_name":["Virginia Polytechnic Institute"]},"updated_at":"2026-07-22T22:20:03Z"}