Structural behaviour of light-frame timber shear-walls with diagonal board sheathing

Author:

Casagrande DanieleORCID,Setti AlessandroORCID,Polastri Andrea

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Filiatrault A., Uang C., Seible F. (2000), Ongoing seismic testing and analysis program in the Curee-Caltech Woodframe project in California, in: Proceedings World Conference on Timber Engineering 2000, Whistler Resort BC, Canada.

2. Shake table tests of a two-storey woodframe house;Filiatrault,2001

3. The racking performance of shear walls with various aspect ratios. Part I. Monotonic tests of fully anchored walls;Salenikovich;For. Prod. J.,2003

4. Experimental seismic response of a full-scale light-frame wood building;Filiatrault;J. Struct. Eng.,2010

5. Van de Lindt J.W., Rosowsky D.V., Filiatrault A., Davidson R.A., Symans M.D. (2008), Performance-based seismic design of mid-rise light-frame wood buildings: an overview of the neeswood project, in: Proceedings of the Tenth World Conference on Timber Engineering.

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