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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:description

In 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 × 1

Identifiers

dc:identifier.*
Identifier
(UMI)AAI8324575
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/69923

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Hoedajanto, Dradjat. A Model to Simulate Lateral-Force Response of Reinforced Concrete Structures With Cylindrical and Box Sections. Dissertation thesis, University of Illinois at Urbana-Champaign, 2014. http://hdl.handle.net/2142/69923