Theory & Analysis of Nonlinear Framed Structures

Theory & Analysis of Nonlinear Framed Structures
Author: Yeong-Bin Yang
Publisher: Prentice Hall PTR
Total Pages: 0
Release: 1994
Genre: Elastic analysis (Engineering)
ISBN: 9780131092242

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Any nonlinear theories or finite elements have to be tested before they can be put into practice. Using the rigid body concept, this book provides simple rules for examining the validity of nonlinear theories and finite elements derived for structural members. The rules can be applied as well to testing the consistency of existing theories or computer analysis programs for nonlinear structures. Covers linear analysis and element quality test; nonlinear trusses and incremental constitutive laws; nonlinear analysis of planar frames; fundamentals of nonlinear theory of space frames; stiffness matrices for nonlinear analysis of space frames; theory and analysis on buckling of curved beams; and procedures for geometric nonlinear analysis. Provides numerous examples containing both analytical and numerical solutions. For mechanical, civil, and aerospace engineers.


Theory & Analysis of Nonlinear Framed Structures
Language: en
Pages: 0
Authors: Yeong-Bin Yang
Categories: Elastic analysis (Engineering)
Type: BOOK - Published: 1994 - Publisher: Prentice Hall PTR

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Any nonlinear theories or finite elements have to be tested before they can be put into practice. Using the rigid body concept, this book provides simple rules
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Authors: Donald Harry Rutherford
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Type: BOOK - Published: 2014-06-23 - Publisher: John Wiley & Sons

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A comprehensive book focusing on the Force Analogy Method, a novel method for nonlinear dynamic analysis and simulation This book focusses on the Force Analogy
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Nonlinear Analysis of Thin-Walled Structures
Language: en
Pages: 532
Authors: James F. Doyle
Categories: Technology & Engineering
Type: BOOK - Published: 2001-05-11 - Publisher: Springer Science & Business Media

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Mechanical engineering, an engineering discipline born of the needs of the Industrial Revolution, is once again asked to do its substantial share in the call fo