Files in this item



application/pdf8823186.pdf (6MB)Restricted to U of Illinois
(no description provided)PDF


Title:A Numerical Model for Nonlinear Response of R/C Frame-Wall Structures
Author(s):Lopez, Ricardo Rafael
Doctoral Committee Chair(s):Sozen, Mete A.
Department / Program:Civil Engineering
Discipline:Civil Engineering
Degree Granting Institution:University of Illinois at Urbana-Champaign
Subject(s):Engineering, Civil
Abstract:A 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.
Calculated results were compared with experimental results using a method developed in this study. The comparison method, which is based on the Fourier Amplitude Spectra, was able to discriminate between computed solutions giving good and bad agreement with the experimental results.
A large-scale structure which had been previously tested as part of the US-Japan Cooperative Research Program was analyzed. Results suggested that the testing procedure (single-degree-of-freedom pseudodynamic loading) can underestimate the shear forces acting on the wall during a strong earthquake, and can lead to incorrect conclusions about the safety of the structure.
Issue Date:1988
Description:289 p.
Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.
Other Identifier(s):(UMI)AAI8823186
Date Available in IDEALS:2014-12-15
Date Deposited:1988

This item appears in the following Collection(s)

Item Statistics