Georgios Kampas
Cited by
Cited by
Seismic behaviour of tunnels: From experiments to analysis
G Tsinidis, F de Silva, I Anastasopoulos, E Bilotta, A Bobet, YMA Hashash, ...
Tunnelling and underground space technology 99, 103334, 2020
Seismic protection of structures with supplemental rotational inertia
N Makris, G Kampas
Journal of Engineering Mechanics 142 (11), 04016089, 2016
Size versus slenderness: two competing parameters in the seismic stability of free‐standing rocking columns
N Makris, G Kampas
Bulletin of the Seismological Society of America 106 (1), 104-122, 2016
A review towards the design of extraterrestrial structures: From regolith to human outposts
N Kalapodis, G Kampas, OJ Ktenidou
Acta Astronautica 175, 540-569, 2020
The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils
G Kampas, JA Knappett, MJ Brown, I Anastasopoulos, N Nikitas, ...
Soil Dynamics and Earthquake Engineering 117, 122-137, 2019
The engineering merit of the “effective period” of bilinear isolation systems
N Makris, G Kampas
Earthquakes and Structures 4 (4), 397-428, 2013
Implications of volume loss on the seismic response of tunnels in coarse-grained soils
G Kampas, JA Knappett, MJ Brown, I Anastasopoulos, N Nikitas, ...
Tunnelling and Underground Space Technology 95, 103127, 2020
The eigenvalues of isolated bridges with transverse restraints at the end abutments
N Makris, G Kampas, D Angelopoulou
Earthquake engineering & structural dynamics 39 (8), 869-886, 2010
Dimensionless fragility analysis of seismic acceleration demands through low-order building models
C Málaga-Chuquitaype, ME Psaltakis, G Kampas, J Wu
Bulletin of earthquake engineering 17 (7), 3815-3845, 2019
Analyticity and causality of the three-parameter rheological models
N Makris, G Kampas
Rheologica acta 48, 815-825, 2009
System identification of tunnel response to ground motion considering a simplified model
A Alonso-Rodriguez, N Nikitas, J Knappett, G Kampas, I Anastasopoulos, ...
Frontiers in Built Environment 4, 1-11, 2018
Estimating the “effective period” of bilinear systems with linearization methods, wavelet and time-domain analyses: from inelastic displacements to modal identification
N Makris, G Kampas
Soil Dynamics and Earthquake Engineering 45, 80-88, 2013
Time and frequency domain identification of seismically isolated structures: advantages and limitations
G Kampas, N Makris
Earthquakes and Structures 3, 249-270, 2012
Limit-state analysis of parabolic arches subjected to inertial loading in different gravitational fields using a variational formulation
G Kampas, N Kalapodis, T McLean, C Málaga-Chuquitaype
Engineering Structures 228, 111501, 2021
Revisiting the fundamental structural dynamic systems: the effect of low gravity
N Kalapodis, G Kampas, OJ Ktenidou
Archive of Applied Mechanics 89, 1861-1884, 2019
Modal identification of freeway overcrossings with soil–structure interaction: a case study
G Kampas, N Makris
Structural Control and Health Monitoring 20 (3), 304-319, 2013
Suitability of equivalent linear soil models for analysing the seismic response of a concrete tunnel.
G Kampas, J Knappett, M Brown, I Anastasopoulos, R Fuentes, N Nikitas, ...
16th European Conference on Earthquake Engineering, 2018
Seismic protection of bridges with rocking piers which recenter with gravity
N Makris, H Alexakis, G Kampas, I Strepelias, C Kolonas, S Bousias
Report EEAM 1, 2015
OpenArch: An open-source package for determining the minimum-thickness of arches under seismic loads
T McLean, C Málaga-Chuquitaype, N Kalapodis, G Kampas
SoftwareX 15, 100731, 2021
Optimal arch forms under in‐plane seismic loading in different gravitational environments
C Málaga‐Chuquitaype, T McLean, N Kalapodis, C Kolonas, G Kampas
Earthquake Engineering & Structural Dynamics 51 (6), 1522-1539, 2022
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