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Virginia Tech
Analysis of vertical rectangular abutments of a skewed rigid frame bridge for bending and extension
Abstract
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.
Degree
thesis:*- Name thesis:degree_name
- Master of Science
- Level thesis:degree_level
- masters
- Discipline thesis:degree_discipline
- Applied Mechanics
- Department dc:contributor.department
- Applied Mechanics
- Grantor dc:publisher
- Virginia Tech
- Year dc:date.issued
- 1955
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Bottenhofer, Anton J.
- Chair dc:contributor.committeechair
-
- Pardue, Louis A.
- Committee members dc:contributor.committeemember
-
- Pletta, Dan H.
- Frederick, Daniel
Rights
dc:rights- Statement dc:rights
-
- In Copyright
- Licence dc:rights.uri
- Language dc:language.iso
- en
Identifiers
dc:identifier.*- Dc Identifier Other
- etd-05192010-020046
- OAI identifier oai:identifier
- oai:vtechworks.lib.vt.edu:10919/42740