Recently, University of Naples "Federico II" in collaboration with Lamieredil S.p.A. Company has concluded experimental study focused on the investigation the seismic behavior of strap-braced CFS structures. In particular, a series of shake-table tests were performed on two reduced-scale strap-braced building structures. The specimens were three-story, two bays, 1/3 reduced-scale, strap-braced building with different floor typologies: floor made of steel frame sheathed with OSB panels or floors made of trapezoidal steel sheets and lightweight concrete. Moreover, a 3D numerical model was also developed to simulate the earthquake response of the whole building. The present paper illustrates the main results of the shake-table testing and numerical modelling.

Shake table testing and numerical modelling of LWS strap-braced structures for seismic performance evaluation / Shakeel, S.; Bucciero, B.; Campiche, A.; Pali, T.; Fiorino, L.; Landolfo, R.. - 2116:(2019), p. 260019. (Intervento presentato al convegno International Conference on Numerical Analysis and Applied Mathematics 2018, ICNAAM 2018 tenutosi a Sheraton Rhodes Resort, grc nel 2018) [10.1063/1.5114270].

Shake table testing and numerical modelling of LWS strap-braced structures for seismic performance evaluation

Shakeel S.;Bucciero B.;Campiche A.;Pali T.;Fiorino L.;Landolfo R.
2019

Abstract

Recently, University of Naples "Federico II" in collaboration with Lamieredil S.p.A. Company has concluded experimental study focused on the investigation the seismic behavior of strap-braced CFS structures. In particular, a series of shake-table tests were performed on two reduced-scale strap-braced building structures. The specimens were three-story, two bays, 1/3 reduced-scale, strap-braced building with different floor typologies: floor made of steel frame sheathed with OSB panels or floors made of trapezoidal steel sheets and lightweight concrete. Moreover, a 3D numerical model was also developed to simulate the earthquake response of the whole building. The present paper illustrates the main results of the shake-table testing and numerical modelling.
2019
Shake table testing and numerical modelling of LWS strap-braced structures for seismic performance evaluation / Shakeel, S.; Bucciero, B.; Campiche, A.; Pali, T.; Fiorino, L.; Landolfo, R.. - 2116:(2019), p. 260019. (Intervento presentato al convegno International Conference on Numerical Analysis and Applied Mathematics 2018, ICNAAM 2018 tenutosi a Sheraton Rhodes Resort, grc nel 2018) [10.1063/1.5114270].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/799783
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