2017
DOI: 10.1016/j.proeng.2017.02.142
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Experimental Verification of Design Procedure for Elements from Cross-laminated Timber

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Cited by 20 publications
(9 citation statements)
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“…A simplified method for designing timber-concrete composite roof and floor structures with posi-joists was derived based on the transformed section method and the γ-method outlined in Annex B of EN1995-1-1 for mechanically jointed beams [33][34][35], which showed promising results in the case of timber-concrete composite structures with cross-laminated timber panel [20]. To validate the developed design method, timber-concrete composite specimens (see Figure 1a) were prepared for laboratory testing.…”
Section: Design Methods For Timber-concrete Composite Structure With ...mentioning
confidence: 99%
“…A simplified method for designing timber-concrete composite roof and floor structures with posi-joists was derived based on the transformed section method and the γ-method outlined in Annex B of EN1995-1-1 for mechanically jointed beams [33][34][35], which showed promising results in the case of timber-concrete composite structures with cross-laminated timber panel [20]. To validate the developed design method, timber-concrete composite specimens (see Figure 1a) were prepared for laboratory testing.…”
Section: Design Methods For Timber-concrete Composite Structure With ...mentioning
confidence: 99%
“…The shear deformation is also dismissed because of the considerable panel length to height ratio (about 30). The cross-layers of the CLT panel are evaluated in the calculations by transforming them to the material properties of the longitudinal layers according to the transformed-section method [32].…”
Section: Methodsmentioning
confidence: 99%
“…For a concise evaluation of different analytical and numerical methods typically applied in practice-such as the so-called γ-method of EN 1995-1-1:2016 [18]-the reader is referred to Bogensperger et al [19]. A comparison between test results and some of the typically applied calculation methods for CLT is provided in Buka-Vaivade et al [20].…”
Section: Particularities Of Cross Laminated Platesmentioning
confidence: 99%