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University of Illinois at Urbana-Champaign
A Hysteresis Model for Reinforced Concrete Space Frame Structures
Abstract
dc:descriptionA hysteresis model to simulate the behavior of reinforced concrete columns subjected to biaxial bending and varying axial load is proposed. The model, identified as the U-model, is based on cross-sectional properties. The U-model combines the Otani's modification of the Clough model and the Ziegler hardening rule of plasticity theory. Other relationships between lateral forces and stiffnesses are also included in the formulation. A change of yielding surface size is used to account for axial load variations.
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
-
- Colina, Jaime De La
- Contributors dc:contributor
-
- Sozen, Mete A.
Subjects
dc:subject × 1Identifiers
dc:identifier.*- Identifier
- (UMI)AAI9314858
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/72197