An experimental study of torsional response of reinforced concrete structures to earthquake excitation
Dragovich, Jeffrey John
This item is only available for download by members of the University of Illinois community. Students, faculty, and staff at the U of I may log in with your NetID and password to view the item. If you are trying to access an Illinois-restricted dissertation or thesis, you can request a copy through your library's Inter-Library Loan office or purchase a copy directly from ProQuest.
Permalink
https://hdl.handle.net/2142/20240
Description
Title
An experimental study of torsional response of reinforced concrete structures to earthquake excitation
Author(s)
Dragovich, Jeffrey John
Issue Date
1996
Doctoral Committee Chair(s)
Hawkins, Neil M.
Department of Study
Civil and Environmental Engineering
Discipline
Civil and Environmental Engineering
Degree Granting Institution
University of Illinois at Urbana-Champaign
Degree Name
Ph.D.
Degree Level
Dissertation
Keyword(s)
Engineering, Civil
Language
eng
Abstract
Earthquake simulation tests of eight reinforced concrete two degree-of-freedom systems were made to study the combined torsional-translational response of reinforced concrete. A specially designed specimen was used in which the material interactions could be uncoupled. Test variables included: mass distribution, strength, and the presence of material interaction.
The measured response indicated that material interaction did not have a major effect on the peak displacement response of materially coupled systems (sections with biaxial bending). Nonlinear response calculations using Takeda's hysteresis system without material interaction resulted in very good estimates of the measured response histories for both materially coupled and materially uncoupled specimens.
Use this login method if you
don't
have an
@illinois.edu
email address.
(Oops, I do have one)
IDEALS migrated to a new platform on June 23, 2022. If you created
your account prior to this date, you will have to reset your password
using the forgot-password link below.