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Geometric Nonlinearity in Structural Behavior de Anthony James Deluzio

Geometric Nonlinearity in Structural Behavior: Synthesis Lectures on Engineering, Science, and Technology

Autor Anthony James Deluzio
en Limba Engleză Paperback – 31 oct 2024
This book provides a fundamental understanding of the analytic process involved in solving complex problems, such as the influence of geometric nonlinearity on buckling, vibration, and second-order displacements.
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Specificații

ISBN-13: 9783031405105
ISBN-10: 3031405102
Pagini: 204
Dimensiuni: 168 x 240 x 11 mm
Greutate: 0.39 kg
Editura: Springer
Colecția Synthesis Lectures on Engineering, Science, and Technology
Seria Synthesis Lectures on Engineering, Science, and Technology

Cuprins

Introduction.- Linear Behavior.- Structural Safety.- Geometric Nonlinear System.- Lateral Torsional Buckling.- Force Matrix Method–Theory.- Beam-Combined Axial and Uniform Load Linear Analysis.- Classic Seismic Analysis.

Notă biografică

Anthony James DeLuzio is Professor Emeritus in the Department of Civil Engineering at Merrimack College in Andover, MA.   

Textul de pe ultima copertă

This book provides a fundamental understanding of the analytic process involved in solving complex problems, such as the influence of geometric nonlinearity on buckling, vibration, and second-order displacements. Because the book assumes linear behavior the solution can be evaluated using matrix math. Computer software, however, must be used to account for possible nonlinear material behavior due to the local yielding of the members that would result in changes to the elements of the stiffness matrix. Hence the computer solution must be iterative. The number of iterations and the iteration interval may be set manually by the user or internally by the software which can affect the solution.

In addition, this book
  • Maximizes understanding of the fundamentals of geometric nonlinear behavior and the P-Δ effect
  • Introduces the influence of geometric nonlinearity on Buckling, Vibration and second order displacements
  • Explains derivation of closed form Matrix Equations to evaluate2nd order displacements of geometric nonlinear structures