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Christos G. Lachanas
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Rocking incremental dynamic analysis
CG Lachanas, D Vamvatsikos
Earthquake Engineering & Structural Dynamics 51 (3), 688-703, 2022
222022
Seismic response distribution expressions for on‐ground rigid rocking blocks under ordinary ground motions
AK Kazantzi, CG Lachanas, D Vamvatsikos
Earthquake Engineering & Structural Dynamics 50 (12), 3311-3331, 2021
182021
Model type effects on the estimates seismic response of a 20-story steel moment resisting frame
CG Lachanas, D Vamvatsikos
Journal of Structural Engineering 147 (6), 04021078, 2021
172021
The influence of the vertical component of ground motion on the probabilistic treatment of the rocking response of free‐standing blocks
CG Lachanas, D Vamvatsikos, MF Vassiliou
Earthquake Engineering & Structural Dynamics 51 (8), 1874-1894, 2022
102022
Intensity measures as interfacing variables versus response proxies: The case of rigid rocking blocks
CG Lachanas, D Vamvatsikos, EG Dimitrakopoulos
Earthquake Engineering & Structural Dynamics 52 (6), 1722-1739, 2023
82023
Statistical property parameterization of simple rocking block response
CG Lachanas, D Vamvatsikos, EG Dimitrakopoulos
Earthquake Engineering & Structural Dynamics 52 (2), 394-414, 2023
82023
Uniform risk spectra for rocking structures
N Reggiani Manzo, CG Lachanas, MF Vassiliou, D Vamvatsikos
Earthquake Engineering & Structural Dynamics 51 (11), 2610-2626, 2022
62022
Seismic response distribution expressions for rocking building contents under ordinary ground motions
AK Kazantzi, CG Lachanas, D Vamvatsikos
Bulletin of Earthquake Engineering 20 (12), 6659-6682, 2022
52022
Preliminary seismic risk assessment of monolithic columns of the Aphaia Temple in Aegina
VE Melissianos, CG Lachanas, D Vamvatsikos
Protection of Historical Constructions: Proceedings of PROHITECH 2021 4, 615-624, 2022
32022
Seismic response standardization and risk assessment of simple rocking bodies: Cultural heritage protection, content losses, and decision support solutions
C Lachanas
National Technical University of Athens, 2022
22022
Spatial variability of ground motion hazard and preliminary regional damage assessment of ancient monuments
CG Lachanas, VE Melissianos, D Vamvatsikos
Protection of Historical Constructions: Proceedings of PROHITECH 2021 4, 625-637, 2022
22022
The effect of ground-motion characteristics and intensity measures on the sliding of rigid bodies
C Lachanas, D Vamvatsikos, M Causse, SR Kotha
18th World Conference on Earthquake Engineering, 2024
12024
Constraining near-fault ground motion simulations: the potential of observations of displaced grave slabs
M Causse, C Lachanas, D Vamvatsikos, L Baillet
18th World Conference on Earthquake Engineering (WCEE 2024), 2024
12024
Preliminary seismic risk assessment of ancient columns across Attica for application in decision support systems
CG Lachanas, D Vamvatsikos
Proc., 3rd European Conference on Earthquake Engineering & Seismology, 2022
12022
Uniform risk spectra for negative stiffness systems
N Reggiani Manzo, CG Lachanas, MF Vassiliou, D Vamvatsikos
8th International Conference on Computational Methods in Structural Dynamics …, 2021
12021
Seismic performance of the temple of Aphaia in Aegina island, Greece
ME Dasiou, CG Lachanas, VE Melissianos, D Vamvatsikos
Earthquake Engineering & Structural Dynamics 53 (2), 573-592, 2024
2024
Tomb Raiders of the Lost Accelerogram: A Fresh Look on a Stale Problem
D Vamvatsikos, CG Lachanas
European Conference on Earthquake Engineering and Seismology, 62-73, 2022
2022
Tomb Raiders of the Lost Accelerogram: A Fresh Look on a Stale Problem
CG Lachanas
Progresses in European Earthquake Engineering and Seismology: Third European …, 2022
2022
Α Risk-Based Design Procedure for Negative Stiffness Bilinear Elastic Systems
N Reggiani Manzo, MF Vassiliou, CG Lachanas, D Vamvatsikos
3rd International Conference on Natural Hazards & Infrastructure (ICONHIC …, 2022
2022
UNIFORM RISK SPECTRA FOR NEGATIVE STIFFNESS SYSTEMS
NR Manzo, CG Lachanas, MF Vassiliou, D Vamvatsikos
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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