Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/29000
Title: Transient response of moment-resistant steel frames with flexible and hysteretic joints
Authors: Chui, PPT
Chan, SL 
Issue Date: 1996
Publisher: Elsevier
Source: Journal of constructional steel research, 1996, v. 39, no. 3, p. 221-243 How to cite?
Journal: Journal of constructional steel research 
Abstract: A robust method for geometrically nonlinear analysis of flexibly connected steel frames with hysteretic connection subjected to dynamic loads is presented. The proposed method revises the available monotonie moment vs rotation curves for typical connections to include the hysteretic loop characteristics for dynamic analysis of semi-rigid frames. Using this simple and efficient computer method of analysis, the influence of the nonlinear hysteretic loop for connection over the structural response in a large deflection range of a steel frame is studied. The extent of such an effect is quantified. It was found that neither the rigid nor the linear semi-rigid connection can predict accurately the response of moment frames where damping at connections is significant. Also, the use of several common connection models will generate similar load-deflection curves, indicating that the choice of these models may not be essential.
URI: http://hdl.handle.net/10397/29000
ISSN: 0143-974X
EISSN: 1873-5983
DOI: 10.1016/S0143-974X(96)00038-7
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

19
Last Week
0
Last month
0
Citations as of Aug 17, 2017

WEB OF SCIENCETM
Citations

16
Last Week
0
Last month
1
Citations as of Aug 15, 2017

Page view(s)

37
Last Week
1
Last month
Checked on Aug 20, 2017

Google ScholarTM

Check

Altmetric



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.