Vasconcelos Pinheiro Roberto (6 results)
Stiffness Evaluation of Structural Round Timber Beams via FEM
Christoforo, André Luis; Vasconcelos Pinheiro, Roberto; Antonio Rocco Lahr, Francisco
- Softcover
Seller: Books Puddle, New York, NY, U.S.A.Books Puddle
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Stiffness Evaluation of Structural Round Timber Beams via FEM
André Luis Christoforo|Roberto Vasconcelos Pinheiro|Francisco Antonio Rocco Lahr
- Softcover
Seller: moluna, Greven, Germanymoluna
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Stiffness Evaluation of Structural Round Timber Beams via FEM
Christoforo, André Luis/ Vasconcelos Pinheiro, Roberto/ Antonio Rocco Lahr, Francisco
- Softcover
Seller: Revaluation Books, Exeter, United KingdomRevaluation Books
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Paperback. Condition: Brand New. 184 pages. 8.66x5.91x0.42 inches. In Stock.
Stiffness Evaluation of Structural Round Timber Beams via FEM
Christoforo, André Luis; Vasconcelos Pinheiro, Roberto; Antonio Rocco Lahr, Francisco
- Softcover
- Print on Demand
Seller: Majestic Books, Hounslow, United KingdomMajestic Books
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£ 70.77
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Stiffness Evaluation of Structural Round Timber Beams via FEM
Christoforo, André Luis; Vasconcelos Pinheiro, Roberto; Antonio Rocco Lahr, Francisco
- Softcover
- Print on Demand
Seller: Biblios, frankfurt am main, HESSE, GermanyBiblios
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£ 74.98
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Condition: New. PRINT ON DEMAND.
- Softcover
- Print on Demand
Seller: AHA-BUCH GmbH, Einbeck, GermanyAHA-BUCH GmbH
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - 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 geomet…ry 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.
