Analysis of vertical rectangular abutments of a skewed rigid frame bridge for bending and extension

dc.contributor.authorBottenhofer, Anton J.en
dc.contributor.committeechairPardue, Louis A.en
dc.contributor.committeememberPletta, Dan H.en
dc.contributor.committeememberFrederick, Danielen
dc.contributor.departmentApplied Mechanicsen
dc.date.accessioned2014-03-14T21:36:27Zen
dc.date.adate2010-05-19en
dc.date.available2014-03-14T21:36:27Zen
dc.date.issued1955-08-19en
dc.date.rdate2010-05-19en
dc.date.sdate2010-05-19en
dc.description.abstractThere has been no attempt made in this paper to compare the results contained herein to any results secured from previous experimental work. The equations presented are complete in themselves. Development of the equations for the abutments has been independent of the angle of skew. Therefore, they may be used with any solution or this type tor a slab of like material and same length knee, skewed at any angle. As a special case, a right rigid-frame bridge could also be analyzed by this method.en
dc.description.degreeMaster of Scienceen
dc.format.extent68 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-05192010-020046en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05192010-020046/en
dc.identifier.urihttp://hdl.handle.net/10919/42740en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1955.B677.pdfen
dc.relation.isformatofOCLC# 25776524en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1955.B677en
dc.subject.lcshBridges -- Abutmentsen
dc.subject.lcshShort-span bridgesen
dc.titleAnalysis of vertical rectangular abutments of a skewed rigid frame bridge for bending and extensionen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineApplied Mechanicsen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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