Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse. Journal of Constructional Steel Research. 74:76-89.. 2012.
Steel moment frames column loss analysis: the influence of time step size. Journal of Constructional Steel Research. 4(11):557–564.. 2011.
Progressive collapse mitigation of 2D steel moment frames. Stahlbau. 84(5):324-331.. 2015.
A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research. 119:233-245.. 2016.
A mathematical programming computational model for disproportionate collapse analysis of steel building frames. Optimization Letters . 6(3):525-535.. 2012.
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.
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.. 2015.
Global instability induced failure of tall steel moment frame buildings. Journal of Performance of Constructed Facilities. 31(2). 2017.
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.
Disproportionate collapse analysis of cable‐stayed steel roofs for cable loss. International Journal of Steel Structures. 11(1):91-98.. 2011.
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.
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.
On the application of robustness criteria to steel lattice masts. POLLACK Periodica. 4(1):17-28.. 2009.
Analytical assessment of steel frames progressive collapse vulnerability to corner column loss. Journal of Constructional Steel Research. 95:1-9.. 2014.
New Euler-type progressive collapse curves for steel frames. Annual Stability Conference.. 2016.