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M. Andreolli, R. Tomasi
Esempio di dimensionamento di una copertura lignea Collana didattica del Dipartimento Ingegneria Meccanica e Strutturale dell’Università degli Studi di Trento in collaborazione con promolegno. |
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G. Schickhofer, A. Ringhofer
The seismic behaviour of buildings erected in Solid Timber Construction Seismic design according to EN 1998 for a 5-storey reference building in CLT – Institute of Timber Engineering and Wood Technology holz.bau forschungs gmbh – Graz |
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I. Giongo, M. Piazza, R. Tomasi
Pushover analysis of traditional masonry buildings: influence of refurbished timber-floors stiffness Pushover analysis of traditional masonry buildings: influence of refurbished timber-floors stiffness |
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M. Piazza, R. Tomasi, D. Casagrande, P. Grossi, T. Sartori
Seismic performance of multi-storey timber buildings Test sismici su edifici a tre piani in legno con differenti tipologie costruttive presso laboratorio LNEC in Portogallo |
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M. Andreolli, D. Casagrande, M. Piazza, A. Polastri, T. Sartori, R. TomasiTest sismici su un edificio a tre piani in legno a pannelli portanti intelaiati presso laboratorio EUCENTRE di Pavia. |
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M. Piazza, M. Riggio, R. Tomasi, I. Giongo
Comparison of in situ and laboratory testing for the characterization of old timber beams before and after intervention Investigation campaign carried out in occasion of the restoration of a timber floor in the Belasi Castle (Trentino, Italy). |
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F. Boggian, M. Andreolli, R. Tomasi
Cross Laminated Timber (CLT) Beams Loaded in Plane: Testing Stiffness and Shear Strength The paper, published on Frontiers, focuses on the in-plane shear behavior of CLT beams and compares the results of the existing methods of calculation with the outcomes of an experimental campaign. Boggian F, Andreolli M and Tomasi R (2019) Cross Laminated Timber (CLT) Beams Loaded in Plane: Testing Stiffness and Shear Strength. Front. Built Environ. 5:58. doi: 10.3389/fbuil.2019.00058 |
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