Stability and Optimization of Structures
Language: English
Published by Springer US, 2007
- Hardcover
- New
Condition: New
£ 119.18
Quantity: Over 20 available
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Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Provides examples which demonstrate the computational efficiency and accuracy, as well as implementation in FEM codesServes as an illustrative introduction to stability theory for graduate studentsCombines design sensitivity analysis develo.
Seller Inventory # 5910471
- Title
- Stability and Optimization of Structures
- Author
- Makoto Ohsaki|Kiyohiro Ikeda
- Publisher
- Springer US
- Publication year
- 2007
- Condition
- New
- Binding
- Gebunden
- Language
- English
- ISBN 10
- 0387681833
- ISBN 13
- 9780387681832
- Series
- Book 15 of 80: Mechanical Engineering
Stability and Optimization of Structures: Generalized Sensitivity Analysis is the first book to address issues of structural optimization against nonlinear buckling. Through the investigation of imperfection sensitivity, worst imperfection and random imperfection based on concrete theoretical framework, it is shown that optimization against buckling does not necessarily produce an imperfection-sensitive structure.
This book offers the reader greater insight into optimization-based and computer-assisted stability design of finite-dimensional structures. Using the unified approach to parameter sensitivity analysis, it connects studies of elastic stability, computational mechanics and applied mathematics. Optimization based on stability theory is presented and explained, with 140 figures to illustrate applications in the framework of finite element analysis.
This book serves as an illustrative introduction for professional structural and mechanical engineers, graduate students in engineering, as well as applied mathematicians in the field.
"Synopsis" may belong to another edition of this title.
From the Back Cover
Stability and Optimization of Structures: Generalized Sensitivity Analysis is the first book to address issues of structural optimization against nonlinear buckling. Through the investigation of imperfection sensitivity, worst imperfection and random imperfection based on concrete theoretical framework, it is shown that optimization against buckling does not necessarily produce an imperfection-sensitive structure.
This book offers the reader greater insight into optimization-based and computer-assisted stability design of finite-dimensional structures. Using the unified approach to parameter sensitivity analysis, it connects studies of elastic stability, computational mechanics and applied mathematics. Optimization based on stability theory is presented and explained, with 140 figures to illustrate applications in the framework of finite element analysis.
This book serves as an illustrative introduction for professional structural and mechanical engineers, graduate students in engineering, as well as applied mathematicians in the field.
"About the title" may belong to another edition of this title.
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