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- W656381708 abstract "A novel wooden floor system for buildings where long spans are required is investigated. The floor system aims at high stiffness and good vibration performance. In the longitudinal, main loadbearing direction the floor system works as a truss with flanges of longitudinally oriented timber members and web diagonals of transversely oriented members. In the transverse direction the web diagonals work as beams. Laboratory tests as well as static FE calculations show that the bending stiffness in the transverse direction is as high as one fourth of the bending stiffness in the main direction. The torsional stiffness is however low. The dynamic properties are evaluated using laboratory tests and FE calculations. In general, laboratory tests and FE calculations were in good agreement. As the study shows promising results, further development and testing is motivated." @default.
- W656381708 created "2016-06-24" @default.
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- W656381708 date "2006-01-01" @default.
- W656381708 modified "2023-09-26" @default.
- W656381708 title "Vibration properties of a floor system with high transverse stiffness" @default.
- W656381708 hasPublicationYear "2006" @default.
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