The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation

Author:

Cabrero J.M.,Bayo E.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Eurocode 3: Design of steel structures. Part 1.8: Design of joints (EN 1993-1-8:2005);CEN,2005

2. Cabrero JM, Bayo E. Three-dimensional semi-rigid major and minor-axis steel joints. Part I. Experimental evaluation. Journal of Constructional Steel Research

3. A model for predicting the stiffness of beam to concrete filled column and minor-axis joints under static monotonic loading;Costa Neves,2005

4. Costa Neves LFd. Comportamento monotónico e cíclico de ligaçoes de exixo fraco e tubulares em estruturas metálicas e mistas aço-betão. Ph.D. thesis. Civil Engineering Department, Science and Technology Faculty, University of Coimbra; 2004

5. Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints;de Lima;International Journal of Mechanical Sciences,2002

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