Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/3995
Title: Reliability assessment of the post-limit stiffness and ductility of steel joints
Authors: Gervásio, Helena 
Silva, L. Simões da 
Borges, L. 
Keywords: Steel joints; Reliability; Monte-Carlo method; Ductility
Issue Date: 2004
Keywords: Steel joints; Reliability; Monte-Carlo method; Ductility
Issue Date: 2004
Citation: Journal of Constructional Steel Research. 60:3-5 (2004) 635-648
Abstract: Steel joints must exhibit sufficient ductility for safe structural behaviour. This is especially true for partial-strength steel joints, whereby the nonlinear response of the joint plays an important part in the overall response of the structure. Uncertainty in joint response, particularly beyond the elastic limit of the moment-rotation curve, naturally leads to a probabilistic treatment of the ductility of steel joints. It is the objective of the present paper to compare a direct probabilistic approach with simulation techniques using the Monte-Carlo method both at the component and joint level, in the context of the component method, with the aim of establishing safe limits for the ductile behaviour of the steel joints.
URI: http://hdl.handle.net/10316/3995
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais

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