Labudin B.V.

Numerical calculation method for wood-composite wall panels loaded by shear force

Composite wall panels with transverse shearing force with semi-rigid deformable braces are investigated, into the operation of which shells are introduced at the beginning of the element loading.
UDC: 624.046.3
DOI: 10.23968/1999-5571-2025-22-5-5-18

Influence of the ductility of joints in nodal connections on the force resistance of wood composite frame structures of multi-storey buildings under seismic conditions

On the example of a high-rise multi-storey (25 floors) building, there were implemented numerical studies and made an analysis of the influence of nodal joints` ductility on the value of force resista
UDC: 624.078.4:624.011.2
DOI: 10.23968/1999-5571-2024-21-5-28-40

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