| Autor: |
Sarmad Shakeel, Raffaele Landolfo, Luigi Fiorino, Tatiana Pali, Bianca Bucciero, Alessia Campiche |
| Přispěvatelé: |
Shakeel, S., Bucciero, B., Campiche, A., Pali, T., Fiorino, L., Landolfo, R. |
| Jazyk: |
angličtina |
| Rok vydání: |
2019 |
| Předmět: |
|
| Popis: |
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. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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