Modeling the Seismic Response of Short Bridge Overcrossings
Wissawapaisal, Chatdanai
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/2142/83499
Description
Title
Modeling the Seismic Response of Short Bridge Overcrossings
Author(s)
Wissawapaisal, Chatdanai
Issue Date
2000
Doctoral Committee Chair(s)
Aschheim, Mark A.
Department of Study
Civil Engineering
Discipline
Civil Engineering
Degree Granting Institution
University of Illinois at Urbana-Champaign
Degree Name
Ph.D.
Degree Level
Dissertation
Keyword(s)
Engineering, Civil
Language
eng
Abstract
Conventional elastomeric bearings are primarily used in the Midwest for accommodating temperature movements, yet can play a significant role in reducing column displacement demands in earthquakes. Nonlinear models for Illinois Type I, II and III elastomeric bearings are developed. The effectiveness of the bearings for reducing column displacement demands is addressed by analytical studies. These studies consider the effects of cold temperatures on bearing stiffness.
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.