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Filters: Author is Gerasimidis, Simos  [Clear All Filters]
Conference Proceedings
Pantidis P, Gerasimidis S.  2016.  New Euler-type progressive collapse curves for steel frames. Annual Stability Conference.
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, 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, 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, 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)
Stavridou N, Efthymiou E, Gerasimidis S, Baniotopoulos CC.  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.
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, 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, Sideri J.  2016.  A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research. 119:233-245.
Gerasimidis S, Baniotopoulos CC.  2015.  Progressive collapse mitigation of 2D steel moment frames. Stahlbau. 84(5):324-331.
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.