Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65687
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
Source: 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
URI: http://scholarbank.nus.edu.sg/handle/10635/65687
ISSN: 02638231
Appears in Collections:Staff Publications

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