متابعة
Georgios Kampas
Georgios Kampas
Senior Lecturer in Civil Engineering University of Greenwich
بريد إلكتروني تم التحقق منه على gre.ac.uk
عنوان
عدد مرات الاقتباسات
عدد مرات الاقتباسات
السنة
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
2022020
Seismic protection of structures with supplemental rotational inertia
N Makris, G Kampas
Journal of Engineering Mechanics 142 (11), 04016089, 2016
1412016
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
822016
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
562020
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
392019
The engineering merit of the “effective period” of bilinear isolation systems
N Makris, G Kampas
Earthquakes and Structures 4 (4), 397-428, 2013
362013
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
302020
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
282010
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
252019
Analyticity and causality of the three-parameter rheological models
N Makris, G Kampas
Rheologica acta 48, 815-825, 2009
252009
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
172018
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
142013
Time and frequency domain identification of seismically isolated structures: advantages and limitations
G Kampas, N Makris
Earthquakes and Structures 3, 249-270, 2012
122012
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
102021
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
102013
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
92019
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
82018
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
82015
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
72021
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
52022
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مقالات 1–20