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A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research. 119:233-245.. 2016.
Progressive collapse mitigation of 2D steel moment frames. Stahlbau. 84(5):324-331.. 2015.
Loss‐of‐stability induced progressive collapse modes in 3D steel moment frames. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 11(3):334-344.. 2015.
Analytical assessment of steel frames progressive collapse vulnerability to corner column loss. Journal of Constructional Steel Research. 95:1-9.. 2014.
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.. 2014.
Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse. Journal of Constructional Steel Research. 74:76-89.. 2012.
A mathematical programming computational model for disproportionate collapse analysis of steel building frames. Optimization Letters . 6(3):525-535.. 2012.
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.. 2011.
Steel moment frames column loss analysis: the influence of time step size. Journal of Constructional Steel Research. 4(11):557–564.. 2011.
Disproportionate collapse analysis of cable‐stayed steel roofs for cable loss. International Journal of Steel Structures. 11(1):91-98.. 2011.
On the application of robustness criteria to steel lattice masts. POLLACK Periodica. 4(1):17-28.. 2009.
Global instability induced failure of tall steel moment frame buildings. Journal of Performance of Constructed Facilities. 31(2). 2017.
Diagrid Structural System for High-Rise Buildings:Applications of a simple stiffness-based optimized design. International Journal of High‐Rise Buildings. 5(4):319-326.. 2016.