Nikolaos Nikitas
Nikolaos Nikitas
Associate Professor in Structural Dynamics and Engineering, University of Leeds
Verified email at - Homepage
Cited by
Cited by
Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations
S Bhattacharya, N Nikitas, J Garnsey, NA Alexander, J Cox, D Lombardi, ...
Soil Dynamics and Earthquake Engineering 54, 47-60, 2013
Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range
JB Jakobsen, TL Andersen, JHG Macdonald, N Nikitas, GL Larose, ...
Journal of Wind Engineering and Industrial Aerodynamics 110, 100-112, 2012
Slip avalanches in crystal plasticity: scaling of the avalanche cut-off
M Zaiser, N Nikitas
Journal of Statistical Mechanics: Theory and Experiment 2007 (04), P04013, 2007
Misconceptions and generalizations of the Den Hartog galloping criterion
N Nikitas, JHG Macdonald
Journal of Engineering Mechanics 140 (4), 04013005, 2014
Aerodynamic forcing characteristics of dry cable galloping at critical Reynolds numbers
N Nikitas, JHG Macdonald
European Journal of Mechanics-B/Fluids 49, 243-249, 2015
Critical Reynolds number and galloping instabilities: experiments on circular cylinders
N Nikitas, JHG Macdonald, JB Jakobsen, TL Andersen
Experiments in fluids 52 (5), 1295-1306, 2012
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
Modelling size effects using 3D density-based dislocation dynamics
M Zaiser, N Nikitas, T Hochrainer, EC Aifantis
Philosophical Magazine 87 (8-9), 1283-1306, 2007
Assessment of perforated steel beam-to-column connections subjected to cyclic loading
KD Tsavdaridis, F Faghih, N Nikitas
Journal of Earthquake Engineering 18 (8), 1302-1325, 2014
Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements
A Acampora, JHG Macdonald, CT Georgakis, N Nikitas
Journal of Wind Engineering and Industrial Aerodynamics 124, 90-98, 2014
Retrofitting of masonry walls by using a mortar joint technique; experiments and numerical validation
C Wang, JP Forth, N Nikitas, V Sarhosis
Engineering Structures 117, 58-70, 2016
Identification of flutter derivatives from full-scale ambient vibration measurements of the Clifton Suspension Bridge
N Nikitas, JHG Macdonald, JB Jakobsen
Wind and Structures 14 (3), 221-238, 2011
Strengthening/retrofitting techniques on unreinforced masonry structure/element subjected to seismic loads: A literature review
C Wang, V Sarhosis, N Nikitas
The Open Construction and Building Technology Journal 12 (1), 2018
Semi active tuned mass dampers of buildings: A simple control option
D Demetriou, N Nikitas, KD Tsavdaridis
American Journal of Engineering and Applied Sciences 8 (4), 620-632, 2015
A novel hybrid semi-active mass damper configuration for structural applications
D Demetriou, N Nikitas
Applied Sciences 6 (12), 397, 2016
Non-linear static behaviour of ancient free-standing stone columns
B Pulatsu, V Sarhosis, EM Bretas, N Nikitas, PB Lourenço
Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2017
Soil–structure interactions for offshore wind turbines
S Bhattacharya, G Nikitas, L Arany, N Nikitas
Engineering & Technology Reference 24, 1-16, 2017
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
Performance of fixed‐parameter control algorithms on high‐rise structures equipped with semi‐active tuned mass dampers
D Demetriou, N Nikitas, KD Tsavdaridis
The Structural Design of Tall and Special Buildings 25 (7), 340-354, 2016
Wind power: A sustainable way to limit climate change
G Nikitas, S Bhattacharya, N Vimalan, HE Demirci, N Nikitas, P Kumar
Managing Global Warming, 333-364, 2019
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