117509
Roko Žarnić (Author), Vlatka Rajčić (Author), Meta Kržan (Author)

Abstract

Innovative hybrid structural components composed of cross-laminated timber frame and laminated glass infill were tested to examine their response on the reverse-cyclic loading. Ductile timber-frame joints with glued-in steel rods and especially designed glass-to-timber contacts with no adhesive proved to provide high ductility and energy dissipation of structural components. In total, 20 tests of full-scale specimens were carried out; three bare frames, six frames with single glazing and eleven frames with double glazing. Deformation capacity, lateral strength, stiffness and strength deterioration and energy dissipation capacity were analysed in order to provide data for the future development of computational models and design guidance for the new codes.

Keywords

timber frame;laminated glass infill;racking test;hysteresis response;lateral strength;deformation capacity;energy dissipation capacity;

Data

Language: English
Year of publishing:
Typology: 1.01 - Original Scientific Article
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
UDC: 624.07:691
COBISS: 9103713 Link will open in a new window
ISSN: 0950-0618
Views: 992
Downloads: 110
Average score: 0 (0 votes)
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Other data

Secondary language: Slovenian
Secondary keywords: timber frame;laminated glass infill;racking test;hysteresis response;lateral strength;deformation capacity;energy dissipation capacity;
Type (COBISS): Scientific work
Embargo end date (OpenAIRE): 2021-11-05
Pages: str. 1-17
Issue: ǂLetn. ǂ235
Chronology: febr. 2020
DOI: 10.1016/j.conbuildmat.2019.117509
ID: 11807747
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