Seismic evaluation of traditional timber framed masonry systems using shake table tests and finite element modelling

Author:

Gani AanisaORCID,Banday Jan Mohammad,Rai Durgesh C.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference38 articles.

1. Dutu A, Ferreira JG, Guerreiro L, Branco F, Goncalves A (2012) Timbered masonry for earthquake resistance in Europe. Mater Constr 62(308):615–628

2. Vasconcelos G, Lourenco PB, Poletti E (2015) An overview on the seismic behaviour of timber frame structures. In: Historical earthquake-resistant timber frames in the mediterranean area, pp 119–132

3. Langenbach, R. (2007). Langenbach R (2007) From “Opus Craticium” to the “Chicago Frame”. earthquake-resistant traditional construction. Int J Archit Herit 1(1):29–59. https://doi.org/10.1080/15583050601125998

4. Cecotti A, Faccio P, Nart M, Simeone P (2004) Seismic behavior of wood framed buildings in Cadore mountain region-Italy. In: 13th world conference on earthquake engineering, Vancouver, BC, Canada

5. Ceccotti A, Faccio P, Nart M, Sandhaas C, Simeone P (2006) Seismic behavior of historic timber-frame buildings in the Italian Dolomites. In: 15th international symposium Istanbul and rize. ICOMOS International Wood Committee-15th International Symposium Istanbul and Rize, Turkey

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