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University of Illinois at Urbana-Champaign
Time-Dependent Deformations in Segmental Prestressed Concrete Bridges
Abstract
dc:descriptionA rational analytical procedure for estimating the time-dependent behavior of segmental prestressed concrete bridges built by the cantilever method was presented. This analytical procedure was aimed specifically at those bridges where segments are precast and adjacent cantilevers are made continuous. It was based on a step-by-step numerical procedure which attempts to account for most of the important parameters that influence the time-dependent behavior of these structures, and was incorporated in a computer program.
Degree
thesis:*- Name thesis:degree_name
- Ph.D.
- Level thesis:degree_level
- Dissertation
- Discipline thesis:degree_discipline
- Civil Engineering
- Grantor
- University of Illinois at Urbana-Champaign
- Year dc:date
- 2014
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Marshall, Vernon
Subjects
dc:subject × 1Rights
- Language dc:language
- eng
Identifiers
dc:identifier.*- Identifier
- (UMI)AAI8127635
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/66900