Experimental and numerical analysis of beam to column joints in steel structures

Author:

Abdollahzadeh Gholamreza,Shabanian Seyed Mostafa

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference53 articles.

1. Frye MJ, Morris G A. Analysis of flexibility connected steel frames. Canadian Journal of Civil Engineering, 1975, 2(3): 280–291

2. Ballio G, Calado L, De Martino A, Faella C, Mazzolani F M. Cyclic behaviour of steel beam-to-column joints experimental research. Costruzioni Metalliche, 1987, 2: 69–88

3. Mele E, Calado L, De Luca A. Cyclic behaviour of beam-to-column welded connections. Steel and Composite Structures, 2001, 1(3): 269–282

4. De Martino A, Faella C, Mazzolani F M. Simulation of beam-tocolumn joint behavior under cyclic loads. Costruzioni Metalliche, 1984, 6: 345–356

5. Vu-Bac N, Lahmer T, Zhuang X, Nguyen-Thoi T, Rabczuk T. A software framework for probabilistic sensitivity analysis for computationally expensive models. Advances in Engineering Software, 2016, 100: 19–31

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