Efficient Numerical Modelling Technology of Timber Post-and-Beam Frame Robustness

The structural strength requirements for timber buildings have been significantly tightened in the second generation of Eurocodes (EN 1990:2023, EN 1991-1-7), which poses a particular challenge for solid timber frames with a beam-and-column structure, where the transfer of tensile forces via dowel c...

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Hlavní autoři:	Janis Sliseris, Andris Berzins, Dmitrijs Serdjuks, Elza Briuka, Vjaceslavs Lapkovskis
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-06-01
Edice:	Buildings
Témata:	timber robustness post-and-beam frame column removal scenario non-linear finite element modelling continuum damage mechanics dowel-type joints
On-line přístup:	https://www.mdpi.com/2075-5309/16/12/2309
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