Performance evaluation of shape-memory-alloy superelastic behavior to control a stay cable in cable-stayed bridges OB Mekki, F Auricchio International Journal of Non-Linear Mechanics 46 (2), 470-477, 2011 | 75 | 2011 |
A hysteretic Bingham model for MR dampers to control cable vibrations S Soltane, S Montassar, O Ben Mekki, R El Fatmi Journal of mechanics of materials and structures 10 (2), 195-206, 2015 | 33 | 2015 |
On the effects of uniform temperature variations on stay cables S Montassar, OB Mekki, G Vairo Journal of Civil Structural Health Monitoring 5, 735-742, 2015 | 32 | 2015 |
Catenary-induced geometric nonlinearity effects on cable linear vibrations A Mansour, OB Mekki, S Montassar, G Rega Journal of Sound and Vibration 413, 332-353, 2018 | 27 | 2018 |
An adaptive pendulum for evolving structures OB Mekki, F Bourquin, F Maceri, CN Van Phu Structural control and health monitoring 19 (1), 43-54, 2012 | 24 | 2012 |
Experimental validation of a 10-m-span composite UHPFRC–carbon fibers–timber bridge concept O Ben Mekki, F Toutlemonde Journal of Bridge Engineering 16 (1), 148-157, 2011 | 15 | 2011 |
Amortissement semi-actif des structures flexibles OB Mekki Ecole des Ponts ParisTech, 2006 | 12 | 2006 |
Amortissement semi-actif des structures flexibles O Ben Mekki THESE DE DOCTORAT DE L'ECOLE NATIONALE DES PONTS ET CHAUSSEES ET DE L …, 2006 | 10 | 2006 |
Damping stay-cable transverse vibration using shape memory alloys and magneto rheological dampers S Soltane, OB Mekki, S Montassar, F Auricchio Adv Geomater Struct 9, 135-140, 2010 | 8 | 2010 |
Modeling and experimental validation of a new electromechanical damping device G Caruso, OB Mekki, F Bourquin Journal of Vibroengineering 11 (4), 9p, 2009 | 8 | 2009 |
Vibration monitoring of a small span composite bridge D Siegert, M Döhler, OB Mekki, L Mevel, M Goursat, F Toutlemonde Structural Dynamics, Volume 3: Proceedings of the 28th IMAC, A Conference on …, 2011 | 6 | 2011 |
Amortissement semiactif des structures flexibles: Application au contrôle des grands ponts OB Mekki, F Maceri, F Bourquin XXVème Rencontre Universitaire de Génie Civil 2007, 2007 | 6 | 2007 |
Some applications of passive and semi-active control devices for harmonic vibrations damping in cable-stayed bridges O Ben Mekki, F Bourquin, M Debbabi, F Maceri, C Nguyen Van Phu Mechanics, Models and Methods in Civil Engineering, 465-480, 2012 | 5 | 2012 |
Experimental study of a new bridge structure: A 10 m-span composite UHPFRC-carbon fibres-timber bridge F Toutlemonde, OB Mekki 8th International symposium on utilization of high-strength and high …, 2008 | 5 | 2008 |
A new composite bridge: feasibility validation and vibration monitoring OB Mekki, D Siegert, F Toutlemonde, L Mevel, M Goursat Mechanics of Advanced Materials and Structures 22 (10), 850-863, 2015 | 4 | 2015 |
Optimal Design of a Passive SMA Damper to Control Multi-modal Stay Cable Vibrations S Soltane, OB Mekki, S Montassar Journal of Vibration Engineering & Technologies 11 (3), 1343-1358, 2023 | 3 | 2023 |
Probabilistic seismic hazard assessment for two potential nuclear power plant sites in Tunisia E Jarraya, S Montassar, O Ben Mekki, H Hamdi Arabian Journal of Geosciences 14, 1-15, 2021 | 3 | 2021 |
Collision of four balls aligned OB Mekki, M Frémond Vietnam Journal of Mechanics 32 (3), 145-156, 2010 | 3 | 2010 |
A proposed model to investigate the dynamic response of stay cables with viscous damper S Soltane, O Ben Mekki Mechanics of Advanced Materials and Structures, 1-16, 2024 | 2 | 2024 |
Unimodal optimal passive electromechanical damping of elastic structures OB Mekki, F Bourquin, F Maceri, E Merliot Smart materials and structures 22 (8), 085029, 2013 | 2 | 2013 |