The University of Massachusetts Amherst
University of Massachusetts Amherst

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Journal Article
Gerasimidis S.  2014.  Analytical assessment of steel frames progressive collapse vulnerability to corner column loss. Journal of Constructional Steel Research. 95:1-9.
Gerasimidis S, Pantidis P, Knickle B, Moon K-S.  2016.  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.
Gerasimidis S, Baniotopoulos CC.  2011.  Disproportionate collapse analysis of cable‐stayed steel roofs for cable loss. International Journal of Steel Structures. 11(1):91-98.
Gerasimidis S, Baniotopoulos CC.  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.
Gerasimidis S, Ampatzis A., Bisbos CD.  2012.  A mathematical programming computational model for disproportionate collapse analysis of steel building frames. Optimization Letters . 6(3):525-535.
Gerasimidis S, Baniotopoulos CC.  2011.  Steel moment frames column loss analysis: the influence of time step size. Journal of Constructional Steel Research. 4(11):557–564.
Gerasimidis S, Bisbos CD, Baniotopoulos CC.  2012.  Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse. Journal of Constructional Steel Research. 74:76-89.