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Traditional timber joints in seismic areas: cyclic behaviour, numerical modelling, normative requirements

Parisi M.A. Piazza M.

Articolo Immagine

ISSN:

0394-5103

Rivista:

European Earthquake Engineering

Anno:

2002

Numero:

1

Fascicolo:

European Earthquake Engineering N.1/2002

Articoli dello stesso fascicolo

Bommer J.J., Ruggeri C. - The specification of acceleration time histories in seismic design codes

Plakas A., Bouwkamp J., Carydis P.G., Mouzakis H. - Composite behaviour under quasi-static and dynamic loading

Braga F., Crewe A., D’Anzi P., Dolce Mauro, Ponzo F.C. - Experimental and numerical behaviour of RC building frames upgraded with energy dissipating braces

Parisi M.A., Piazza M. - Traditional timber joints in seismic areas: cyclic behaviour, numerical modelling, normative requirements

Zambrano A. - Non-stationary damage indexes to predict low-cycle fatigue life

Greco R., Marano C., Uva G., Dentamaro C. - Stochastic optimization of high damping base isolators

- Book review

Articoli dello stesso autore

Biasi C., Parisi M.A. - Effects of seismic retrofitting on a triumphal arch

Chesi C., Fossati C., Nobile M., Parisi M.A. - Experimental evaluation of the ductility of a bolted steel structure

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