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Calculation of nailed timber structures with due regard to deformation properties of connection
Manner of action of connection is characterized by modulus of displacement, defined as relation between load and displacement; tests show this modulus of displacement, and thus stiffness of connection to be greatly influenced by magnitude of load and by its duration.
Calculation of nailed timber structures with due regard to deformation properties of connection
Manner of action of connection is characterized by modulus of displacement, defined as relation between load and displacement; tests show this modulus of displacement, and thus stiffness of connection to be greatly influenced by magnitude of load and by its duration.
Calculation of nailed timber structures with due regard to deformation properties of connection
Berakning av spikade konstruktioner med hansyn till forbandens deformationsegenskaper
Cederwall, K. (Autor:in)
1961
52 pages
Aufsatz (Zeitschrift)
Schwedisch
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