SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building

Author:

Ceccotti Ario1,Sandhaas Carmen2,Okabe Minoru3,Yasumura Motoi4,Minowa Chikahiro5,Kawai Naohito6

Affiliation:

1. CNR-IVALSA Trees and Timber Institute; San Michele all'Adige; Italy

2. Timber Structures and Building Construction; Karlsruhe Institute of Technology; Karlsruhe; Germany

3. Better Living; Tsukuba; Japan

4. Faculty of Agriculture; University of Shizuoka; Shizuoka; Japan

5. National Institute for Earth Science and Disaster Prevention (NIED); Tsukuba; Japan

6. Department of Architecture; Kogakuin University; Tokyo; Japan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Ductility aspects of reinforced and non-reinforced timber joints;Blass;Eng Struct,2011

2. Resisting earth's forces: typologies of timber buildings in history;Langenbach;Struct Eng Int,2008

3. Touliatos P Seismic disaster prevention in the history of structures in Greece 2000

4. Blind predictions of the seismic response of a woodframe house: an international benchmark study;Folz;Earthquake Spectra,1999

5. Experimental seismic response of a full-scale six-story light-frame wood building;Van de Lindt;J Struct Eng,2010

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