Probabilistic Evaluation of Steel Column Damage under Blast Loading via Simulation Reliability Methods and Gene Expression Programming
Author:
Affiliation:
1. Department of Engineering and Architecture, University of Trieste, 34127 Trieste, Italy
2. Department of Civil and Environmental Engineering, Shiraz University of Technology, Shiraz 7155713876, Iran
Publisher
MDPI
Link
https://www.mdpi.com/2673-4591/53/1/20/pdf
Reference21 articles.
1. US DoD (2008). Structures to Resist the Effects of Accidental Explosions, UFC 3-340-02: 2008.
2. Bounds, W.L. (2010). Design of Blast-Resistant Buildings in Petrochemical Facilities, ASCE Publications.
3. A modified single degree of freedom method for the analysis of building steel columns subjected to explosion induced blast load;Int. J. Impact Eng.,2016
4. An Equivalent Single-Degree-of-Freedom System to Estimate Nonlinear Response of Semi-fixed Flexural Members Under Impact Load;Hadianfard;Iran. J. Sci. Technol. Trans. Civ. Eng.,2019
5. Numerical damage evaluation assessment of blast loaded steel columns with similar section properties;Momeni;Structures,2019
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