Andere Kunden interessierten sich auch für
![Bending Behavior of Timber Beams Strengthened]( "Bending Behavior of Timber Beams Strengthened")
Bending Behavior of Timber Beams Strengthened36,99 €![Fatigue in Wood Members for Structural Purpose]( "Fatigue in Wood Members for Structural Purpose")
Fatigue in Wood Members for Structural Purpose23,99 €![Particleboards Made with Eucalyptus Wood and Alternative Adhesive]( "Particleboards Made with Eucalyptus Wood and Alternative Adhesive")
Particleboards Made with Eucalyptus Wood and Alternative Adhesive23,99 €![Physical and Geometric Non-Linear Analysys via FEM of Truss Structures]( "Physical and Geometric Non-Linear Analysys via FEM of Truss Structures")
Physical and Geometric Non-Linear Analysys via FEM of Truss Structures29,99 €![Formworks for Concrete: subsidies to optimizing the design]( "Formworks for Concrete: subsidies to optimizing the design")
Formworks for Concrete: subsidies to optimizing the design45,99 €![Fine Finishing of Round Flat Surfaces with Magnetic Abrasives.]( "Fine Finishing of Round Flat Surfaces with Magnetic Abrasives.")
Fine Finishing of Round Flat Surfaces with Magnetic Abrasives.23,99 €![Manual of Design and Construction of Timber Bridges]( "Manual of Design and Construction of Timber Bridges")
Manual of Design and Construction of Timber Bridges41,99 €
Currently, codes that deal with the determination of stiffness and strength properties for round structural timber elements do not consider, in both calculations and mathematical models, the influence of existing irregularities in geometry of these elements. This book presents an alternative methodology to determine the optimum value of the longitudinal modulus of elasticity for round timber structural elements by an optimization technique allied to the Inverse Analysis Method, to the Finite Element Method (FEM) and the Least Squares Method. It was also investigated the influence the structural elements rotation around their axis in determining values of longitudinal modulus of elasticity (E). Results of E obtained by alternative methodology are compared with the simplified models contemplated in the current codes, in order to evaluate the difference between the two calculation approaches.