Cantitate/Preț
Produs

Optimum Design of Structures: Lecture Notes in Engineering, cartea 50

Autor Lahbib Chibani
en Limba Engleză Paperback – 18 sep 1989

Din seria Lecture Notes in Engineering

Preț: 63815 lei

Preț vechi: 75076 lei
-15%

Puncte Express: 957

Carte tipărită la comandă

Livrare economică 22 septembrie-06 octombrie

Livrare prin curier în România Termenul estimat este afișat lângă disponibilitate.
Transport gratuit pentru acest produs Plată online sau ramburs, în funcție de opțiunile comenzii.
Retur gratuit în 14 zile Comandă securizată și suport în română.

Specificații

ISBN-13: 9783540515395
ISBN-10: 3540515399
Pagini: 168
Ilustrații: VIII, 154 p.
Dimensiuni: 170 x 242 x 10 mm
Greutate: 0.3 kg
Ediția:Softcover reprint of the original 1st ed. 1989
Editura: Springer
Colecția Lecture Notes in Engineering
Seria Lecture Notes in Engineering

Locul publicării:Berlin, Heidelberg, Germany

Public țintă

Research

Cuprins

1. Introduction.- 1.1 Structural Optimization.- 1.2 Previous Work.- 1.3 Proposed Improvement in Optimal Design Process.- 1.4 Purpose and Scope.- 1.5 Contents of this Study.- 1.6 Notation.- 2. Geometric Programming with Equality Constraints.- 2.1 Overview.- 2.2 Geometric Programming.- 2.3 Solution of the Primal Problem by Condensation.- 2.4 Generalized Geometric Programming.- 2.5 Geometric Programming with Equality Constraints.- 3. Decomposition and Reduction Techniques for Large Scale Structural Optimization.- 3.1 Overview.- 3.2 Multilevel Systems and Decompositions in Nonlinear Programming.- 3.3 The Model Coordination Method.- 3.4 The Goal Coordination Method.- 3.5 Basis Reduction Techniques.- 3.6 Variable Linking.- 3.7 Relaxation and Linearization.- 4. Parallel Decomposition for Alternative Loads in Structural Optimization.- 4.1 Overview.- 4.2 The Move Coordination Formulation for Alternative Loading Conditions.- 4.3 Solution Algorithm.- 4.4 Relationship between the Move Coordination Method and Global Solution without Decomposition.- 4.5 Example — the Three Bar Truss.- 4.6 Effect of the Initial Relaxation.- 5. Application to Truss Type Structures.- 5.1 Formulation and Generation of Data.- 5.2 The Ten Bar Truss.- 5.3 The 25-Member Space Truss.- 6. Summary, Conclusions and Plans for Future Work.- 6.1 Summary.- 6.2 Conclusions.- 6.3 Plans for Future Work.- References.