Evaluation of Connection Fracture and Hysteresis Type on the Seismic Response of Steel Buildings
Shi, Shan
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/2142/83447
Description
Title
Evaluation of Connection Fracture and Hysteresis Type on the Seismic Response of Steel Buildings
Author(s)
Shi, Shan
Issue Date
1997
Doctoral Committee Chair(s)
Foutch, D.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)
Applied Mechanics
Language
eng
Abstract
Another topic of the research is to study the effects of hysteresis models on structural performance. During the performance-based structure design, the effects of hysteretic energy dissipation on the maximum displacement response amplitude of buildings plays a important role in determining the design forces. Linear, bilinear, strength degradation, stiffness degradation, and connection fracture models were used to determine the effects of hysteresis type on multi-degree-of-freedom (MDOF) structural systems.
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.
