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University of Illinois at Urbana-Champaign
A Model to Simulate Lateral-Force Response of Reinforced Concrete Structures With Cylindrical and Box Sections
Abstract
dc:descriptionIn this study, an analytical model to compute the lateral-force response of large stubby reinforced concrete structures with cylindrical and box sections is derived. Three displacement components, flexure, bar slip, and shear, are considered under monotonically increasing load and load reversals.
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
-
- Hoedajanto, Dradjat
Subjects
dc:subject × 1Identifiers
dc:identifier.*- Identifier
- (UMI)AAI8324575
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/69923