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On the application of robustness criteria to steel lattice masts. POLLACK Periodica. 4(1):17-28.
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2009. 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. Disproportionate collapse analysis of cable‐stayed steel roofs for cable loss. International Journal of Steel Structures. 11(1):91-98.
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2011. Evaluation of wind load integration in disproportionate collapse analysis of steel moment frames for column loss. Journal of Wind Engineering and Industrial Aerodynamics. 99(11):1162–1173.
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2011. Investigation of stiffening scheme effectiveness towards buckling stability enhancement in tubular steel wind turbine towers. Steel Composite Structures An International Journal. 19(5):1115-1144.
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2015. Progressive collapse mitigation of 2D steel moment frames. Stahlbau. 84(5):324-331.
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2015. Steel moment frames column loss analysis: the influence of time step size. Journal of Constructional Steel Research. 4(11):557–564.
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2011. 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.