The University of Massachusetts Amherst
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Gerasimidis S, Efthymiou E, Baniotopoulos CC.  2009.  On the application of robustness criteria to steel lattice masts. POLLACK Periodica. 4(1):17-28.
Gerasimidis S, Bisbos CD, Baniotopoulos CC.  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.
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., Khorasani N.E, Garlock M., Pantidis P., Glassman J..  2017.  Resilience of tall steel moment resisting frame buildings with multi-hazard post-event fire. Journal of Constructional Steel Research. 139:202-219.
Gerasimidis S, Deodatis G, Kontoroupi T, Ettouney M.  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.
Gerasimidis S, Deodatis G, Yan Y, Ettouney M.  2017.  Global instability induced failure of tall steel moment frame buildings. Journal of Performance of Constructed Facilities. 31(2)
Gerasimidis S, Sideri J.  2016.  A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research. 119:233-245.