Optimization of Distributed Parameter Structures — Volume I: NATO Science Series E:, cartea 49
Editat de E.J. Haug, Jean Ceaen Limba Engleză Paperback – 10 dec 2011
Din seria NATO Science Series E:
- Preț: 1500.36 lei
- Preț: 1500.14 lei
- Preț: 912.70 lei
- 24% Preț: 1570.65 lei
- 20% Preț: 340.43 lei
- Preț: 391.10 lei
- Preț: 380.34 lei
- Preț: 417.21 lei
- 18% Preț: 1203.52 lei
- 18% Preț: 1805.58 lei
- 18% Preț: 1208.52 lei
- Preț: 374.64 lei
- Preț: 402.45 lei
- 18% Preț: 1810.23 lei
- 5% Preț: 361.13 lei
- Preț: 400.37 lei
- 18% Preț: 1807.29 lei
- Preț: 413.26 lei
- Preț: 392.61 lei
- Preț: 392.07 lei
- 18% Preț: 2974.92 lei
- Preț: 382.39 lei
- 5% Preț: 384.51 lei
- 18% Preț: 1207.87 lei
- 18% Preț: 1208.96 lei
- 18% Preț: 1213.61 lei
- 5% Preț: 3472.27 lei
- 18% Preț: 1808.98 lei
- 5% Preț: 372.47 lei
- 18% Preț: 1207.10 lei
- Preț: 386.18 lei
- Preț: 389.01 lei
- 18% Preț: 2447.18 lei
- 5% Preț: 1405.14 lei
- Preț: 389.39 lei
- 5% Preț: 2106.36 lei
- 18% Preț: 2997.56 lei
Preț: 413.63 lei
Nou
Puncte Express: 620
Preț estimativ în valută:
79.18€ • 81.44$ • 65.69£
79.18€ • 81.44$ • 65.69£
Carte tipărită la comandă
Livrare economică 19 februarie-05 martie
Preluare comenzi: 021 569.72.76
Specificații
ISBN-13: 9789400986053
ISBN-10: 940098605X
Pagini: 864
Ilustrații: 950 p.
Dimensiuni: 155 x 235 x 45 mm
Greutate: 1.18 kg
Ediția:Softcover reprint of the original 1st ed. 1981
Editura: SPRINGER NETHERLANDS
Colecția Springer
Seria NATO Science Series E:
Locul publicării:Dordrecht, Netherlands
ISBN-10: 940098605X
Pagini: 864
Ilustrații: 950 p.
Dimensiuni: 155 x 235 x 45 mm
Greutate: 1.18 kg
Ediția:Softcover reprint of the original 1st ed. 1981
Editura: SPRINGER NETHERLANDS
Colecția Springer
Seria NATO Science Series E:
Locul publicării:Dordrecht, Netherlands
Public țintă
ResearchCuprins
1 Optimality Criteria Methods for Structural Optimization.- A Review of Distributed Parameter Structural Optimization Literature.- A Review of the Basis for Optimality Criteria Methods.- Variational Methods and Optimality Criteria.- Optimality Criteria for Grids, Shells and Arches.- Optimization of Columns Against Buckling.- Optimization of Transversely Vibrating Beams and Rotating Shafts.- Singular Problems of Optimal Design.- Optimization of Structures with Repeated Eigenvalues.- Optimal Design of Solid Elastic Plates.- On Some New Optimal Design Formulations for Plates.- Design of Plates for Minimum Deflection and Stress.- Variational Formulation and Numerical Methods in Optimal Design.- A Note on the Optimal Elastic Design for Given Deflection.- On the Optimum Shape of Columns.- 2 Numerical Optimization Methods.- Optimal Remodeling Theory and Applications.- A Gradient Projection Method for Structural Optimization.- Distributed Parameter Structural Optimization for Dynamic Response.- Remarks on the Optimal Shape of the Fixed-Fixed Column.- A Numerical Method for Optimization of Structures with Repeated Eigenvalues.- Multiple Eigenvalues and Supremum Norm Constraints.- 3 Optimization of Structures Under Earthquake Loads.- Optimal Design of Structures under Dynamic Loading.- Algorithms for Optimal Design.- A Software System for Optimization Based Interactive Computer-Aided Design.- Applications of Optimal Design to Structures Subjected to Earthquake Loading.- Evaluation of Frame Systems Based on Optimality Criteria with Multicomponent Seismic Inputs, Performance Constraints, and P-? Effect.- 4 Finite Dimensional Structural Optimization.- Structural and Mechanical Design Via Optimality Criterion Methods.- Analysis of “Allowable Stress” Type Algorithms.- AnIntroduction to the Solution of Optimal Structural Design Problems Using the Finite Element Method.- Optimization of Large Flexural Finite Element Systems.- The Integrated Approach of FEM-SLP for Solving Problems of Optimal Design.- Optimum Design of Portal Frames with Tapered Steel Sections.- Computer Oriented Algorithms for Solving Structural Optimization Problems with Discrete Programming Techniques.- The Sizing of Structures Using Dynamic Relaxation.- Automatic Design of Frames with Tapered Tubular Members.