George A. Papagiannopoulos, Associate Professor
George A. Papagiannopoulos, Associate Professor
Hellenic Open University, School of Science and Technology
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα eap.gr
Τίτλος
Παρατίθεται από
Παρατίθεται από
Έτος
On the use of the half-power bandwidth method to estimate damping in building structures
GA Papagiannopoulos, GD Hatzigeorgiou
Soil Dynamics and Earthquake Engineering 31 (7), 1075-1079, 2011
1062011
Evaluation of maximum seismic displacements of SDOF systems from their residual deformation
GD Hatzigeorgiou, GA Papagiannopoulos, DE Beskos
Engineering structures 33 (12), 3422-3431, 2011
462011
On a modal damping identification model of building structures
GA Papagiannopoulos, DE Beskos
Archive of Applied Mechanics 76 (7-8), 443-463, 2006
292006
On a modal damping identification model for non-classically damped linear building structures subjected to earthquakes
GA Papagiannopoulos, DE Beskos
Soil Dynamics and Earthquake Engineering 29 (3), 583-589, 2009
262009
Towards a seismic design method for plane steel frames using equivalent modal damping ratios
GA Papagiannopoulos, DE Beskos
Soil Dynamics and Earthquake Engineering 30 (10), 1106-1118, 2010
252010
Modal strength reduction factors for seismic design of plane steel frames
GA Papagiannopoulos, DE Beskos
Earthquake and Structures 2 (1), 65-88, 2011
172011
Recovery of spectral absolute acceleration and spectral relative velocity from their pseudo-spectral counterparts
GA Papagiannopoulos, GD Hatzigeorgiou, DE Beskos
Earthquakes and Structures 4 (5), 489-508, 2013
152013
On the seismic response of steel buckling-restrained braced structures including soil-structure interaction
AK Flogeras, GA Papagiannopoulos
Earthq. Struct 12 (4), 469-478, 2017
112017
Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution
GA Papagiannopoulos, DE Beskos, T Triantafyllidis
Soil Dynamics and Earthquake Engineering 77, 208-219, 2015
102015
A seismic design method for reinforced concrete moment resisting frames using modal strength reduction factors
EV Muho, GA Papagiannopoulos, DE Beskos
Bulletin of Earthquake Engineering 17 (1), 337-390, 2019
92019
On the seismic behaviour of tension-only concentrically braced steel structures
GA Papagiannopoulos
Soil Dynamics and Earthquake Engineering 115, 27-35, 2018
82018
On the seismic response and damping capacity of low-rise plane steel frames with seesaw system
PS Katsimpini, GA Papagiannopoulos, MG Sfakianakis
Soil Dynamics and Earthquake Engineering 107, 407-416, 2018
82018
Heuristic optimization of cylindrical thin-walled steel tanks under seismic loads
MK Minoglou, GD Hatzigeorgiou, GA Papagiannopoulos
Thin-Walled Structures 64, 50-59, 2013
82013
Modal strength reduction factors for seismic design of steel moment resisting frames
DG Loulelis, GA Papagiannopoulos, DE Beskos
Engineering Structures 154, 23-37, 2018
62018
Inelastic velocity ratio
GD Hatzigeorgiou, GA Papagiannopoulos
Earthquake engineering & structural dynamics 41 (14), 2025-2041, 2012
62012
An assessment of seismic hazard and risk in the islands of Cephalonia and Ithaca, Greece
GA Papagiannopoulos, GD Hatzigeorgiou, DE Beskos
Soil Dynamics and Earthquake Engineering 32 (1), 15-25, 2012
62012
Damping identification for building structures subjected to earthquakes: A
G Papagiannopoulos, D Beskos
Journal of the Serbian Society for Computational Mechanics/Vol 6 (1), 129-147, 2012
62012
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
NG Pnevmatikos, GA Papagiannopoulos, GS Papavasileiou
Soil Dynamics and Earthquake Engineering 116, 709-713, 2019
52019
Modal strength reduction factors for seismic design of plane steel braced frames
NA Kalapodis, GA Papagiannopoulos, DE Beskos
Journal of Constructional Steel Research 147, 549-563, 2018
52018
Seismic design of steel structures using equivalent modal damping ratios or modal strength reduction factors
GA Papagiannopoulos
Ph. D. Thesis, Department of Civil Engineering, University of Patras,(in Greek), 2008
52008
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