A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures

Author:

Rinaldin Giovanni1,Amadio Claudio2,Fragiacomo Massimo1

Affiliation:

1. Department of Architecture, Design and Urban Planning; University of Sassari; Sassari; Italy

2. Department of Engineering and Architecture; University of Trieste; Trieste; Italy

Publisher

Wiley

Subject

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

Reference34 articles.

1. Yates M Linegar M Dujic B Design of an 8 storey residential tower from KLH - cross laminated solid timber panels. Techniker Ltd, UK, and Faculty of Civil Engineering, University of Ljubljana, Slovenia 10th World Conference on Timber Engineering WCTE 2008 2008

2. Tavoussi K Winter W Pixner T Development of earthquake bracing systems for multi-storey buildings using slender shear wall elements in cross-laminated timber (CLT) - Department of Structural Design and Timber Engineering, Vienna University of Technology, Austria 9th World Conference on Timber Engineering WCTE 2006

3. Okabe M Ceccotti A Yasumura M Minowa C Kawai N Sandhaas C Shimizu H Comparison with measuring method of internal storey drift on shaking table test of 7-storey X-lam building 11th World Conference on Timber Engineering WCTE 2010

4. Ceccotti A Lauriola MP Pinna M Sandhaas C SOFIE project - cyclic tests on cross-laminated wooden panels 9th World Conference on Timber Engineering WCTE 2006

5. Boukes J A computer model for a seven storey timber building constructed with X-lam panels and an experiment on the Kerto-Q laminated Veneer lumber connection M. Sc. Report

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