Please use this identifier to cite or link to this item:
Title: Implications of using refined plastic hinge analysis for load and resistance factor design
Authors: Liew, J.Y.R. 
Chen, W.F.
Issue Date: 1994
Citation: Liew, J.Y.R.,Chen, W.F. (1994). Implications of using refined plastic hinge analysis for load and resistance factor design. Thin-Walled Structures 20 (1-4) : 17-47. ScholarBank@NUS Repository.
Abstract: A plastic hinge analysis based on a two-surface stiffness degradation model is outlined for second-order inelastic analysis of steel structures. The analysis approach is based on refinements to the elastic-plastic hinge method and allows for a smooth transition from initial yielding to the full yielding of cross-sections in a beam-column element. This analysis method shows a good representation of the inelastic structural response compared to the conventional elastic-plastic hinge analysis, and it is efficient for use in the analysis design of large-scale structures. Design implications, recommendations and case studies for use of refined plastic hinge analysis for direct frame design considering semirigid connection effects are presented. © 1994.
Source Title: Thin-Walled Structures
ISSN: 02638231
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Sep 22, 2022

Google ScholarTM


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