The member stiffness determinant and its uses for the transcendental eigenproblems of structural engineering and other disciplines
Author:
Affiliation:
1. Department of Building and Construction, City University of Hong Kong, Academic Building, Tat Chee Avenue, Kowloon, Hong Kong
2. Cardiff School of Engineering, Cardiff University, PO Box 925, The Parade, Cardiff CF24 0YF, UK ()
Publisher
The Royal Society
Subject
General Physics and Astronomy,General Engineering,General Mathematics
Link
https://royalsocietypublishing.org/doi/pdf/10.1098/rspa.2002.1074
Reference42 articles.
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3. Balakrishnan A. V. 1993 On the Wittrick{Williams algorithm for modes of exible structures. Optim. Meth. Software 2 177{187.
4. Generalization of the Wittrick-Williams formula for counting modes of flexible structures
5. Butler R. & Williams F. W. 1992 Optimum design using VICONOPT a buckling and strength constraint program for prismatic assemblies of anisotropic plates. Comput. Struct. 43 699{ 708.
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