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Vasileios Drosos
Vasileios Drosos
GR8 GEO
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Title
Cited by
Cited by
Year
Nonlinear response of deep immersed tunnel to strong seismic shaking
I Anastasopoulos, N Gerolymos, V Drosos, R Kourkoulis, T Georgarakos, ...
Journal of Geotechnical and Geoenvironmental Engineering 133 (9), 1067-1090, 2007
2312007
Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking
I Anastasopoulos, N Gerolymos, V Drosos, T Georgarakos, R Kourkoulis, ...
Bulletin of Earthquake Engineering 6, 213-239, 2008
1732008
Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model
I Anastasopoulos, T Georgarakos, V Georgiannou, V Drosos, ...
Soil Dynamics and Earthquake Engineering 30 (10), 1089-1105, 2010
1352010
Shaking table testing of rocking—isolated bridge pier on sand
I Anastasopoulos, M Loli, T Georgarakos, V Drosos
Journal of Earthquake Engineering 17 (1), 1-32, 2013
1282013
Soil-foundation-structure interaction with mobilization of bearing capacity: Experimental study on sand
V Drosos, T Georgarakos, M Loli, I Anastasopoulos, O Zarzouras, ...
Journal of Geotechnical and Geoenvironmental Engineering 138 (11), 1369-1386, 2012
1272012
Shaking table testing of multidrum columns and portals
V Drosos, I Anastasopoulos
Earthquake Engineering & Structural Dynamics 43 (11), 1703-1723, 2014
1012014
Design of bridges against large tectonic deformation
I Anastasopoulos, G Gazetas, V Drosos, T Georgarakos, R Kourkoulis
Earthquake Engineering and Engineering Vibration 7, 345-368, 2008
652008
Experimental investigation of the seismic response of classical temple columns
VA Drosos, I Anastasopoulos
Bulletin of Earthquake Engineering 13, 299-310, 2015
522015
Constitutive model for soil amplification of ground shaking: Parameter calibration, comparisons, validation
VA Drosos, N Gerolymos, G Gazetas
Soil Dynamics and Earthquake Engineering 42, 255-274, 2012
472012
Seismic response of single-column bent on pile: evidence of beneficial role of pile and soil inelasticity
N Gerolymos, V Drosos, G Gazetas
Bulletin of Earthquake Engineering 7, 547-573, 2009
442009
Bridge–Pier Caisson foundations subjected to normal and thrust faulting: physical experiments versus numerical analysis
G Gazetas, O Zarzouras, V Drosos, I Anastasopoulos
Meccanica 50, 341-354, 2015
352015
Incremental dynamic analysis of caisson–pier interaction
A Zafeirakos, N Gerolymos, V Drosos
Soil Dynamics and Earthquake Engineering 48, 71-88, 2013
272013
Three‐storey building retrofit: rocking isolation versus conventional design
I Anastasopoulos, V Drosos, N Antonaki
Earthquake Engineering & Structural Dynamics 44 (8), 1235-1254, 2015
242015
Liquefaction-induced settlements of residential buildings subjected to induced earthquakes
YK Chaloulos, A Giannakou, V Drosos, P Tasiopoulou, J Chacko, ...
Soil Dynamics and Earthquake Engineering 129, 105880, 2020
172020
Synthesis of earthquake ground motions for the new Madrid seismic zone
VA Drosos
172003
Generalised failure envelope for laterally loaded piles: Analytical formulation, numerical verification and experimental validation
N Gerolymos, S Giannakos, V Drosos
Geotechnique 70 (3), 248-267, 2020
142020
Numerical evaluation of dynamic levee performance due to induced seismicity
P Tasiopoulou, A Giannakou, V Drosos, P Georgarakos, J Chacko, ...
Bulletin of earthquake engineering 17 (8), 4559-4574, 2019
92019
Seismic behaviour of classical columns: an experimental study
V Drosos, I Anastasopoulos, G Gazetas
Laboratory of Soil Mechanics Research Report: LSM. NTUA.-12-01, 2012
82012
Experimental assessment of the seismic response of three-leaf stone masonry walls, with due consideration to soil–structure interaction
AA Manoledaki, V Drosos, I Anastasopoulos, E Vintzileou, G Gazetas
Proceedings of the 15th world conference on earthquake engineering, 24-28, 2012
52012
Low-Cost Seismic Base Isolation Using Recycled Tire Cushions
Y Tsompanakis, PN Psarropoulos, V Drosos
Civil-Comp Press: Chania, Greece, 2011
42011
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