Shaking-table tests that were performed on a three-storey cross-laminated timber structure using full-scale structural elements without vertical joints. The tests were conducted at Laboratório Nacional de Engenharia Civil in Lisbon, Portugal, under the European Union Series project. The setup, which includes the geometry, connection technique and building instrumentation that was installed to record the behaviour of the cross-laminated timber structure during the tests, and the building design are described, and the preliminary results of the earthquake tests reported. An alternative method for determining the behaviour factor q, which takes into account the results of preliminary single joint tests performed at Graz University of Technology, is discussed.
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November 2015
Research Article|
June 22 2015
Shaking-table test of a cross-laminated timber structure
Georg Flatscher, MSc;
Georg Flatscher, MSc
Research and Teaching Associate
Faculty of Civil Engineering, Institute of Timber Engineering and Wood Technology, Graz University of Technology, Graz, Austria
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Gerhard Schickhofer, PhD
Gerhard Schickhofer, PhD
Professor
Head of the Institute, Faculty of Civil Engineering, Institute of Timber Engineering and Wood Technology, Graz University of Technology, Graz, Austria
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Publisher: Emerald Publishing
Received:
October 30 2013
Accepted:
April 08 2015
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2015) 168 (11): 878–888.
Article history
Received:
October 30 2013
Accepted:
April 08 2015
Citation
Flatscher G, Schickhofer G (2015), "Shaking-table test of a cross-laminated timber structure". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 168 No. 11 pp. 878–888, doi: https://doi.org/10.1680/stbu.13.00086
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