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University of Illinois at Urbana-Champaign
A Numerical Model for Nonlinear Response of R/C Frame-Wall Structures
Abstract
dc:descriptionA numerical model which includes an element suitable for analysis of walls including stiffness changes due to flexure and shear strains is presented. Sensitivity of calculated results to variations in initial stiffness, amount of viscous damping, and unloading slope of force-deformation curve was studied.
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
-
- Lopez, Ricardo Rafael
- Contributors dc:contributor
-
- Sozen, Mete A.
Subjects
dc:subject × 1Identifiers
dc:identifier.*- Identifier
- (UMI)AAI8823186
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/69976