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Descripción

Advanced Structural Analysis: From Theory to Computer Implementation (OpenSees Examples with Python Code Solutions) starts by laying out the differential equations governing various structural elements and shows how to solve simple structures directly using concepts from differential equations and boundary value problems. Introducing the Green’s Functions Stiffness Method (GFSM), a novel technique related to the traditional Stiffness Method (SM) and FEM, the GFSM corrects FEM and merges SM's strengths with those of Green’s Functions. The book features numerous examples and exercises with Python code solutions, some of which also demonstrate the use of OpenSees, a popular FEM program.

By offering theoretical foundations and practical numerical implementations, it provides a comprehensive understanding of structural analysis concepts.

  • Covers the displacement-based methodology for analyzing structures is utilized (in contrast to the traditional internal forces methodology)
  • Allows readers to gain an in-depth understanding of the behavior of structures under different loading conditions, leading to a more comprehensive analysis
  • Contains examples and problems, along with the appropriate Python source code

1. 1: Introduction - p. 1 2. 2: Springs, uniform rods, and trusses - p. 81 3. 3: Non-uniform rods - p. 149 4. 4: Uniform Euler–Bernoulli beams and frames - p. 185 5. 5: Non-uniform Euler–Bernoulli beams and frames - p. 291 6. 6: Uniform Euler–Bernoulli beams on elastic Winkler foundation and piles - p. 375 7. 7: Uniform Timoshenko beams and frames - p. 439 8. 8: Non-uniform Timoshenko beams and frames - p. 521 9. A: Dirac delta and Heaviside functions - p. 569 10. B: Common Python commands - p. 573 11. C: Answers to problems - p. 593 12. Acronyms - p. 673 13. Index - p. 675

Descripcion
Descripción

Advanced Structural Analysis: From Theory to Computer Implementation (OpenSees Examples with Python Code Solutions) starts by laying out the differential equations governing various structural elements and shows how to solve simple structures directly using concepts from differential equations and boundary value problems. Introducing the Green’s Functions Stiffness Method (GFSM), a novel technique related to the traditional Stiffness Method (SM) and FEM, the GFSM corrects FEM and merges SM's strengths with those of Green’s Functions. The book features numerous examples and exercises with Python code solutions, some of which also demonstrate the use of OpenSees, a popular FEM program.

By offering theoretical foundations and practical numerical implementations, it provides a comprehensive understanding of structural analysis concepts.

  • Covers the displacement-based methodology for analyzing structures is utilized (in contrast to the traditional internal forces methodology)
  • Allows readers to gain an in-depth understanding of the behavior of structures under different loading conditions, leading to a more comprehensive analysis
  • Contains examples and problems, along with the appropriate Python source code

1. 1: Introduction - p. 1 2. 2: Springs, uniform rods, and trusses - p. 81 3. 3: Non-uniform rods - p. 149 4. 4: Uniform Euler–Bernoulli beams and frames - p. 185 5. 5: Non-uniform Euler–Bernoulli beams and frames - p. 291 6. 6: Uniform Euler–Bernoulli beams on elastic Winkler foundation and piles - p. 375 7. 7: Uniform Timoshenko beams and frames - p. 439 8. 8: Non-uniform Timoshenko beams and frames - p. 521 9. A: Dirac delta and Heaviside functions - p. 569 10. B: Common Python commands - p. 573 11. C: Answers to problems - p. 593 12. Acronyms - p. 673 13. Index - p. 675

Indice
Autores
Muestra
Ficha Técnica