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Numerical Modeling of Masonry and Historical Structures: From Theory to Application provides detailed information on the theoretical background and practical guidelines for numerical modeling of unreinforced and reinforced (strengthened) masonry and historical structures. The book consists of four main sections, covering seismic vulnerability analysis of masonry and historical structures, numerical modeling of unreinforced masonry, numerical modeling of FRP-strengthened masonry, and numerical modeling of TRM-strengthened masonry. Each section reflects the theoretical background and current state-of-the art, providing practical guidelines for simulations and the use of input parameters.

  • Covers important issues relating to advanced methodologies for the seismic vulnerability assessment of masonry and historical structures
  • Focuses on modeling techniques used for the nonlinear analysis of unreinforced masonry and strengthened masonry structures
  • Follows a theory to practice approach

1. 9.1 Introduction - p. 295 2. 9.2 Coupling between homogenization techniques and damage theory - p. 297 3. 9.3 Nonlinear homogenization methods for masonry - p. 327 4. References - p. 344 5. Further reading - p. 344 6. Chapter 10. Homogenization and multiscale analysis - p. 351 7. Abstract - p. 351 8. 10.1 Introduction - p. 351 9. 10.2 Multiscale analysis of masonry walls - p. 356 10. 10.3 Macromodels - p. 357 11. 10.4 Micromodels - p. 359 12. 10.5 Masonry constitutive law - p. 364 13. 10.6 Piecewise transformation field analysis procedure - p. 370 14. 10.7 Numerical applications - p. 373 15. 10.8 Conclusions - p. 390 16. References - p. 392 17. Chapter 11. Automated geometry extraction and discretization for cohesive zone-based modeling of irregular masonry - p. 397 18. Chapter 12. Homogenization limit analysis - p. 423 19. Abstract - p. 423 20. 12.1 Introduction - p. 423 21. 12.2 Fundamentals of homogenization for periodic media - p. 426 22. 12.3 Polynomial expansion of the microstress field (PES) - p. 429 23. 12.4 Equilibrated model with joints reduced to interfaces and constant stress triangular discretization of the bricks - p. 433 24. 12.5 Compatible identification model with joints reduced to interfaces and infinitely strong units - p. 437 25. 12.6 Method of Cells: a method of cells-type approach - p. 442 26. 12.7 Homogenized strength domains: in-plane loaded masonry - p. 450 27. 12.8 Homogenized strength domains: out-of-plane loaded masonry - p. 453 28. 12.9 Conclusions - p. 464 29. References - p. 464 30. Chapter 13. Discrete element modeling - p. 469 31. Chapter 14. Descrete macroelement modeling - p. 503 32. Part III: Modeling of fiber-reinforced polymer strengthened masonry - p. 528 33. Chapter 15. Fiber reinforced polymer strengthened masonry: delamination, experimental and numerical issues - p. 537 34. Chapter 16. Homogenization models for nonlinear and limit analysis of FRP-strengthened masonry - p. 585 35. Chapter 17. Pushover analysis of fiber-reinforced polymer-strengthened masonry - p. 629 36. Chapter 18. Dynamic analysis of FRP-strengthened masonry - p. 659 37. Part IV: Modeling of textile-reinforced mortar-strengthened masonry - p. 679 38. Chapter 19. Theoretical and FE models for the study of the bond behavior of FRCM systems - p. 685 39. Chapter 20. Advanced finite element modeling of textile-reinforced mortar strengthened masonry - p. 713 40. Chapter 21. Macromodeling approach for pushover analysis of textile-reinforced mortar-strengthened masonry - p. 745 41. Index - p. 779

Descripcion
Descripción

Numerical Modeling of Masonry and Historical Structures: From Theory to Application provides detailed information on the theoretical background and practical guidelines for numerical modeling of unreinforced and reinforced (strengthened) masonry and historical structures. The book consists of four main sections, covering seismic vulnerability analysis of masonry and historical structures, numerical modeling of unreinforced masonry, numerical modeling of FRP-strengthened masonry, and numerical modeling of TRM-strengthened masonry. Each section reflects the theoretical background and current state-of-the art, providing practical guidelines for simulations and the use of input parameters.

  • Covers important issues relating to advanced methodologies for the seismic vulnerability assessment of masonry and historical structures
  • Focuses on modeling techniques used for the nonlinear analysis of unreinforced masonry and strengthened masonry structures
  • Follows a theory to practice approach

1. 9.1 Introduction - p. 295 2. 9.2 Coupling between homogenization techniques and damage theory - p. 297 3. 9.3 Nonlinear homogenization methods for masonry - p. 327 4. References - p. 344 5. Further reading - p. 344 6. Chapter 10. Homogenization and multiscale analysis - p. 351 7. Abstract - p. 351 8. 10.1 Introduction - p. 351 9. 10.2 Multiscale analysis of masonry walls - p. 356 10. 10.3 Macromodels - p. 357 11. 10.4 Micromodels - p. 359 12. 10.5 Masonry constitutive law - p. 364 13. 10.6 Piecewise transformation field analysis procedure - p. 370 14. 10.7 Numerical applications - p. 373 15. 10.8 Conclusions - p. 390 16. References - p. 392 17. Chapter 11. Automated geometry extraction and discretization for cohesive zone-based modeling of irregular masonry - p. 397 18. Chapter 12. Homogenization limit analysis - p. 423 19. Abstract - p. 423 20. 12.1 Introduction - p. 423 21. 12.2 Fundamentals of homogenization for periodic media - p. 426 22. 12.3 Polynomial expansion of the microstress field (PES) - p. 429 23. 12.4 Equilibrated model with joints reduced to interfaces and constant stress triangular discretization of the bricks - p. 433 24. 12.5 Compatible identification model with joints reduced to interfaces and infinitely strong units - p. 437 25. 12.6 Method of Cells: a method of cells-type approach - p. 442 26. 12.7 Homogenized strength domains: in-plane loaded masonry - p. 450 27. 12.8 Homogenized strength domains: out-of-plane loaded masonry - p. 453 28. 12.9 Conclusions - p. 464 29. References - p. 464 30. Chapter 13. Discrete element modeling - p. 469 31. Chapter 14. Descrete macroelement modeling - p. 503 32. Part III: Modeling of fiber-reinforced polymer strengthened masonry - p. 528 33. Chapter 15. Fiber reinforced polymer strengthened masonry: delamination, experimental and numerical issues - p. 537 34. Chapter 16. Homogenization models for nonlinear and limit analysis of FRP-strengthened masonry - p. 585 35. Chapter 17. Pushover analysis of fiber-reinforced polymer-strengthened masonry - p. 629 36. Chapter 18. Dynamic analysis of FRP-strengthened masonry - p. 659 37. Part IV: Modeling of textile-reinforced mortar-strengthened masonry - p. 679 38. Chapter 19. Theoretical and FE models for the study of the bond behavior of FRCM systems - p. 685 39. Chapter 20. Advanced finite element modeling of textile-reinforced mortar strengthened masonry - p. 713 40. Chapter 21. Macromodeling approach for pushover analysis of textile-reinforced mortar-strengthened masonry - p. 745 41. Index - p. 779

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