Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65103
Title: Advanced inelastic analysis of frame structures
Authors: Liew, J.Y.R. 
Chen, W.F.
Chen, H. 
Keywords: Advanced analysis
Beam-column
Connection model
Inelastic analysis
Limit-state design
Nonlinear analysis
Plastic hinge
Semi-rigid connection
Thin-walled element
Issue Date: Jul-2000
Source: Liew, J.Y.R.,Chen, W.F.,Chen, H. (2000-07). Advanced inelastic analysis of frame structures. Journal of Constructional Steel Research 55 (1-3) : 245-265. ScholarBank@NUS Repository.
Abstract: This paper provides a state-of-the-art summary of recent advances in inelastic analysis of space frame structures. Particular attentions are devoted to inelastic modelling of framework components for accurate representation of frame behaviour and the applications of plastic hinge analysis for large-scale framework. Issues related to inelastic buckling and post-buckling unloading of struts, modelling of gradual yielding in steel beam-columns, inelastic modelling of composite floor beams subject to sagging and hogging moments, modelling of building core walls and semi-rigid beam-to-column connections in three-dimensional frameworks are discussed. Numerical examples are provided to illustrate the acceptability of the use of the inelastic models in predicting the ultimate strength and inelastic behaviour of spatial frameworks. © 2000 Elsevier Science Ltd.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65103
ISSN: 0143974X
Appears in Collections:Staff Publications

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