| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Fülöp, Ludovic A.
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2023Modelling of aged reinforced concrete structures for design extension conditions (CONFIT)
- 2021Health monitoring of stress-laminated timber bridges
- 2018Betonisiltojen lujuustutkimukset 2017-2018
- 2016Detection capability of NDT methods in steel-concrete-steel composite elements
- 2015Non-linear finite element modelling of steel-concrete-steel members in bending and shear
- 2012Global stability of thin-walled ferritic stainless steel memberscitations
- 2011Global stability of thin-walled ferritic stainless steel members
- 2007Design method for light-gauge steel shear walls sheathed with flat steel plates
- 2005Behaviour of wood skeleton - OSB cladding shear-walls under monotonic and cyclic loadingcitations
- 2004Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading - Part I:Experimental researchcitations
- 2004Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading - Part Icitations
- 2002Seismic performance of wall-stud shear walls
Places of action
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article
Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading - Part I
Abstract
<p>The ever-increasing need for housing generated the search for new and innovative building methods to increase speed, efficiency and enhance quality, one direction being the use of light thin steel profiles as load bearing elements and different materials for cladding. The same methodology can be employed to build small steel structures for offices, schools or other purposes. Earthquake behaviour of these structures is influenced, together with other parameters, by the hysteretic characteristics of the shear wall panels. Results of a full-scale shear test programme on wall panels are presented, together with some numerical results concerning expectable earthquake performance of this structural typology.</p>