Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill | Zendy

Vieux-Champagne F. | Zendy; Sieffert Y. | Zendy; Grange S. | Zendy; Nko'ol C. Belinga | Zendy; Bertrand E. | Zendy; Duccini J. C. | Zendy; Faye C. | Zendy; Daudeville L. | Zendy

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Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill

Author(s) -

Vieux-Champagne F.,

Sieffert Y.,

Grange S.,

Nko'ol C. Belinga,

Bertrand E.,

Duccini J. C.,

Faye C.,

Daudeville L.

Publication year - 2017

Publication title -

earthquake spectra

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 1.134

H-Index - 92

eISSN - 1944-8201

pISSN - 8755-2930

DOI - 10.1193/010516eqs002m

Subject(s) - infill , earthquake shaking table , masonry , structural engineering , engineering , earthquake resistance , geotechnical engineering , shake , mortar , seismic analysis , geology , forensic engineering , civil engineering , mechanical engineering , oceanography

The seismic performance of timber-framed structures filled with stones and earth mortar has been analyzed by introducing the structural subscales (cell, wall, house) at which monotonic and cyclic loadings were considered. This article aims to present the dynamic behavior of a house as determined through shaking table tests. Based on this experimental multiscale analysis, this paper confirms that timbered masonry structures offer effective seismic resistance; moreover, such a comprehensive analysis helps enhance understanding of the seismic-resistant behavior of timber-framed structures with infill. This paper also aids ongoing development of a numerical tool intended to predict the seismic-resistant behavior of this type of structure.

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