| 13.15: Seismic design of steel moment resisting frames: Modal strength reduction factors including strength deterioration and panel zone effects DG Loulelis, GA Papagiannopoulos, DE Beskos ce/papers 1 (2-3), 3821-3830, 2017 | 2 | 2017 |
| 2 “Seismic Inelastic Design Of Steel Structures By Spectrum Analysis And Equivalent Damping” GA Papagiannopoulos, DE Beskos The 14th World Conference on Earthquake Engineering October, 12-17, 2008 | 1 | 2008 |
| 2-D elastostatic analysis by a symmetric BEM/FEM scheme KL Leung, PB Zavareh, DE Beskos Engineering Analysis with Boundary Elements 15 (1), 67-78, 1995 | 45 | 1995 |
| 2. Greek National Congress on Computational Mechanics DE Beskos, D Sotiropoulos Springer, 1998 | | 1998 |
| 2D and 3D boundary element analysis of mode-I cracks in gradient elasticity GF Karlis, SV Tsinopoulos, D Polyzos, DE Beskos Computer Modeling in Engineering and Sciences 26 (3), 189, 2008 | 32 | 2008 |
| 2D dynamic response of unlined and lined tunnels in poroelastic soil to harmonic body waves SE Kattis, DE Beskos, AHD Cheng Earthquake engineering & structural dynamics 32 (1), 97-110, 2003 | 140 | 2003 |
| 3-D analysis of vibration isolation of machine foundations G Dasgupta, DE Beskos, IG Vardoulakis Boundary Element X-Geomechanics, Wave Propagation and Vibrations 4, 59-73, 1988 | 17 | 1988 |
| 3-D Analysis of Vibration Isolation of Machine Foundations B. Dasgupta Underground Space Center, Department of Civil and Mineral Engineering University of Minnesota … DE Beskos, IG Vardoulakis Boundary Elements X 10, 59, 1988 | | 1988 |
| 3-D seismic response analysis of long lined tunnels in half-space AA Stamos, DE Beskos Soil Dynamics and Earthquake Engineering 15 (2), 111-118, 1996 | 253 | 1996 |
| 3-D vibration isolation using open trenches B Dasgupta, DE Beskos, IG Vardoulakis Innovative numerical methods in engineering, 385-392, 1986 | 28 | 1986 |
| 3D GRADIENT ELASTIC CRACK ANALYSIS BY THE BEM GF Karlis, SV Tsinopoulos, D Polyzos, DE Beskos | | |
| 3th HSTAM International Congress on Mechanics N Bazeos, DL Karabalis, D Polyzos, DE Beskos, JT Katsikadelis | | |
| 8th International Congress on Mechanics: Proceedings N Bazeos, DL Karabalis, D Polyzos, DE Beskos, JT Katsikadelis University, 2007 | | 2007 |
| A boundary element method for solving 2-D and 3-D static gradient elastic problems: Part I: Integral formulation D Polyzos, KG Tsepoura, SV Tsinopoulos, DE Beskos Computer methods in applied mechanics and engineering 192 (26-27), 2845-2873, 2003 | 98 | 2003 |
| A boundary element method for solving 2-D and 3-D static gradient elastic problems: Part II: Numerical implementation KG Tsepoura, SV Tsinopoulos, D Polyzos, DE Beskos Computer methods in applied mechanics and engineering 192 (26-27), 2875-2907, 2003 | 51 | 2003 |
| A Comparative Study on Three BEM Approaches for Dynamic Elastoplastic Analysis DE Beskos Contemporary Research in Engineering Science, 84-96, 1995 | | 1995 |
| A comparison of three performance-based seismic design methods for plane steel braced frames NA Kalapodis, GA Papagiannopoulos, DE Beskos Earthquakes and Structures 18 (1), 27-44, 2020 | 7 | 2020 |
| A computer program for determining wind pressures on 2-D structures N Bazeos, DE Beskos Advances in Engineering Software 17 (3), 173-187, 1993 | 3 | 1993 |
| A Damage‐Controlled Behavior Factor (EC8) for Seismic Design of Steel Irregular Space MRFs AS Tzimas, KA Skalomenos, DE Beskos ce/papers 4 (2-4), 2029-2035, 2021 | | 2021 |
| A DIRECT DISPLACEMENT-BASED SEISMIC DESIGN METHOD USING A MDOF EQUIVALENT SYSTEM EV Muho, DE Beskos | | |
