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University of Illinois at Urbana-Champaign

Cyclic Loading Response of Reinforced Concrete Tilt-Up Structures With Plywood Diaphragms

Abstract

dc:description

In combination, the experimental and analytical studies demonstrated that the response of reinforced concrete tilt-up structures with plywood roof diaphragms to lateral forces is controlled primarily by the behavior of the plywood roof diaphragms. The response is controlled secondarily by the connections between longitudinal and transverse wall panels and the loads for cracking of the longitudinal wall panels.

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
2015

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Fonseca, Fernando S.
Contributors dc:contributor
  • Hawkins, Neil M.

Subjects

dc:subject × 1

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
(MiAaPQ)AAI9737106
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/83434

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

Fonseca, Fernando S.. Cyclic Loading Response of Reinforced Concrete Tilt-Up Structures With Plywood Diaphragms. Dissertation thesis, University of Illinois at Urbana-Champaign, 2015. http://hdl.handle.net/2142/83434