Sökning: "reliability-based design code Weibull test standard load configuration effect length effect weak section machine grading visual grading variability Structural timber bending strength simulation monte carlo simulation. Building construction Byggnadsteknik"
Hittade 1 avhandling innehållade orden reliability-based design code Weibull test standard load configuration effect length effect weak section machine grading visual grading variability Structural timber bending strength simulation monte carlo simulation. Building construction Byggnadsteknik.
1. Modelling the Variability of Bending Strength in Structural Timber - Length and Load Configuration Effects
Sammanfattning : The load carrying capacity of a beam of structural timber is dependent both on the span of the beam and the type of loading. The longer the beam and the more uniform the moment distribution, the lower the load carrying capacity. This phenomenon is due to the variability of material properties within a piece of timber. LÄS MER
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