Modelling of fastener flexibility in CFR
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Miroslav Premrov; Peter Dobrila
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Article
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2008
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Elsevier Science
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English
⚖ 673 KB
The paper provides semi-analytical modelling for prefabricated timber-framed walls using the modified γ -method. The walls are composed of a timber frame and gypsum plasterboards (GPB) which are flexibly connected to the timber frame. Because the tensile strength of the GPB is approximately 10-times