Haris Alexakis
Haris Alexakis
Research Associate in Infrastructure Monitoring and Modelling, University of Cambridge
Verified email at cam.ac.uk - Homepage
TitleCited byYear
Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading
H Alexakis, N Makris
Archive of Applied Mechanics 84 (5), 757-772, 2014
292014
The effect of stereotomy on the shape of the thrust-line and the minimum thickness of semicircular masonry arches
N Makris, H Alexakis
Archive of Applied Mechanics 83 (10), 1511-1533, 2013
282013
Minimum thickness of elliptical masonry arches
H Alexakis, N Makris
Acta Mechanica 224 (12), 2977-2991, 2013
252013
Limit equilibrium analysis of masonry arches
H Alexakis, N Makris
Archive of Applied Mechanics 85 (9-10), 1363-1381, 2015
182015
Structural stability and bearing capacity analysis of the tunnel-entrance to the stadium of ancient Nemea
H Alexakis, N Makris
International Journal of Architectural Heritage 7 (6), 673-692, 2013
162013
Limit equilibrium analysis of masonry buttresses and towers under lateral and gravity loads
N Makris, H Alexakis
Archive of Applied Mechanics 85 (12), 1915-1940, 2015
92015
From Hooke’s "Hanging Chain" and Milankovitch’s "Druckkurven" to a Variational Formulation: The Adventure of the Thrust-Line of Masonry Arches
N Makris, H Alexakis
Report Series in Earthquake Engineering and Applied Mechanics, 2012
92012
Limit state analysis and earthquake resistance of masonry arches
H Alexakis
University of Patras, Greece, 2013
42013
From Hooke’s “hanging chain” and Milankovitch’s “druckkurven” to a Variational Formulation: in Search of the Minimum Thickness of Masonry Arches
N Makris, H Alexakis
10th HSTAM International Congress on Mechanics, Chania, Crete, Greece, 25†…, 2013
42013
Hinging mechanisms of masonry single-nave barrel vaults subjected to lateral and gravity loads
H Alexakis, N Makris
Journal of Structural Engineering 143 (6), 04017026, 2017
32017
Validation of the discrete element method for the limit stability analysis of masonry arches
H Alexakis, N Makris
Computational modeling of masonry structures using the discrete element†…, 2016
32016
The effect of stereotomy on the shape of the thrust-line and the minimum thickness of masonry arches
N Makris, H Alexakis
9IMC - 9th International Masonry Conference, Guimar„es, Portugal, 7-9 July†…, 2014
32014
Stability analysis of the underground masonry tunnel of Ancient Nemea
H Alexakis, N Makris
Geotechnical Engineering for the Preservation of Monuments and Historic†…, 2013
22013
The effect of stereotomy on the minimum thickness of masonry arches: a variational formulation approach
N Makris, H Alexakis
Proc. int. Jubilee Conference UACEG2012: Science & Practice, 273-278, 2012
12012
Minimum Uplift Horizontal Acceleration of the Single-Nave Barrel Vault and the Rocking Frame
H Alexakis, N Makris
ISSMGE International Journal of Geoengineering Case Histories 4 (4), 275-288, 2018
2018
Seismic protection of bridges via rocking of their piers which recenter with gravity
N Makris, H Alexakis, G Kampas, E Strepelias, SN Bousias
Report Series in Earthquake Engineering and Applied Mechanics (in Greek), 2015
2015
LIMIT EQUILIBRIUM ANALYSIS AND THE MINIMUM THICKNESS OF
H Alexakis, N Makris
LIMIT EQUILIBRIUM ANALYSIS AND THE MINIMUM THICKNESS OF ELLIPTICAL MASONRY ARCHES
H Alexakis, N Makris
Elongation and Shear Failure Analysis of Masonry Buttresses and Towers subjected to Lateral and Gravity Loads
N Makris, H Alexakis
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Articles 1–19