Structural Dynamic Systems Computational Techniques and Optimization: Finite Element Analysis Techniques - Couverture rigide

Couverture rigide

ISBN 10 : 9056996436 ISBN 13 : 9789056996437

Editeur : Taylor & Francis Ltd, 1999

Synopsis

Rare Book

A propos du livre

Présentation de l'éditeur

The finite element, an approximation method for solving differential equations of mathematical physics, is a highly effective technique in the analysis and design, or synthesis, of structural dynamic systems. Starting from the system differential equations and its boundary conditions, what is referred to as a weak form of the problem (elaborated in the text) is developed in a variational sense. This variational statement is used to define elemental properties that may be written as matrices and vectors as well as to identify primary and secondary boundaries and all possible boundary conditions. Specific equilibrium problems are also solved.
This book clearly reveals the effectiveness and great significance of the finite element method available and the essential role it will play in the future as further development occurs.

Biographie de l'auteur

Cornelius T. Leondes received his B.S., M.S., and Ph.D. from the University of Pennsylvania and has held numerous positions in industrial and academic institutions. He is currently a Professor Emeritus at the University of California, Los Angeles. He has also served as the Boeing Professor at the University of Washington and as an adjunct professor at the University of California, San Diego. He is the author, editor, or co-author of more than 100 textbooks and handbooks and has published more than 200 technical papers. In addition, he has been a Guggenheim Fellow, Fulbright Research Scholar, IEEE Fellow, and a recipient of IEEE's Baker Prize Award and Barry Carlton Award.

Détails de l'édition

• Éditeur: Taylor & Francis Ltd
• Date d'édition: 1999
• ISBN 10: 9056996436
• ISBN 13: 9789056996437
• Reliure: Relié
• Langue: anglais
• Nombre de pages: 334
• Éditeur: Leondes Cornelius T.