Numerical analysis on seismic resistance of a two-story timber-framed structure with stone and earth infill

Author:

Fritsch E.123,Sieffert Y.12ORCID,Algusab H.12,Grange S.4ORCID,Garnier P.5,Daudeville L.12ORCID

Affiliation:

1. Université Grenoble Alpes, 3SR, Grenoble, France

2. CNRS, 3SR, Grenoble, France

3. Faculty of Civil Engineering, Technische Universität Dresden, Dresden, Germany

4. University of Lyon, INSA-Lyon, SMS-ID, Villeurbanne cedex, France

5. National School of Architecture of Grenoble, AE&CC Research Unit, CRAterre, Grenoble, France

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Reference22 articles.

1. Sensitivity study of the finite element model for wood-framed shear walls

2. Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading

3. Dolan, J. 1989. The dynamic response of timber shear walls. Ph.D. thesis, University of British Columbia.

4. Experimental Study on Timber-Framed Masonry Structures

5. Grange, S. 2016. AtlAs—A tool and language for simplified structural solution strategy. Internal Report, GEOMAS INSA-Lyon, Villeurbanne, France.

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