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A computational model for full or partial damage of single or multiple adjacent columns in disproportionate collapse analysis via linear programming. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 10(5):670-683.
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2014. A mathematical programming computational model for disproportionate collapse analysis of steel building frames. Optimization Letters . 6(3):525-535.
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2012. Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse. Journal of Constructional Steel Research. 74:76-89.
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2012.