All Stories

  1. A New Proposal for the Interpretation of the Diagonal Compression Test on Masonry Wallettes: The Identification of Young’s Modulus, Poisson’s Ratio, and Modulus of Rigidity
  2. A new Proposal for the Interpretation of the Diagonal Compression Test on Masonry Wallettes: the Identification of Young’s Modulus, Poisson’s Ratio, and Modulus of Rigidity
  3. A new Proposal for the Interpretation of the Diagonal Compression Test on Masonry Wallettes: the Identification of Young’s Modulus, Poisson’s Ratio, and Modulus of Rigidity
  4. Active Confinement of Masonry Walls with Stainless Steel Straps: The Effect of Strap Arrangement on the in-Plane Behavior of Strength, Poisson’s Ratio, and Pseudo-Ductility
  5. Active Confinement of Masonry Walls with Stainless Steel Straps: The Effect of Strap Arrangement on the in-Plane Behavior of Strength, Poisson’s Ratio and Pseudo-Ductility
  6. Influence of Aspect Ratio of Nylon Fibers on the Mechanical Properties of Concrete
  7. Influence of Aspect Ratio of Nylon Fibers on the Mechanical Properties of Concrete
  8. Active Confinement of Masonry Walls with Stainless Steel Straps: The Effect of Strap Arrangement on the in-Plane Behavior of Strength, Poisson’s Ratio and Pseudo-Ductility
  9. Improving stability of an ecological 3D-printed house- A case study in Italy
  10. Rice-Husk Shredding as a Means of Increasing the Long-Term Mechanical Properties of Earthen Mixtures for 3D Printing
  11. Rice Husk Shredding as a Means of Increasing the Long-Term Mechanical Properties of Earthen Mixtures for 3D Printing
  12. Mechanical Properties of a 3D-Printed Wall Segment Made with an Earthen Mixture
  13. Mechanical Properties of a 3D Printed Wall Segment Made with an Earthen Mixture
  14. Energy Performance Simulation in Buildings Composed of Natural and Organic Materials Within the Moroccan Rural Areas of the Atlas Mountains
  15. Mechanical Properties of a 3D Printed Wall Segment Made with an Earthen Mixture
  16. Rice Husk Shredding as a Means of Increasing the Long-Term Mechanical Properties of Earthen Mixtures for 3D Printing
  17. DECM: A Discrete Element for Multiscale Modeling of Composite Materials Using the Cell Method
  18. DECM: A Discrete Element for Multiscale Modeling of Composite Materials Using the Cell Method
  19. DECM: A Discrete Element for Multiscale Modeling of Composite Materials Using the Cell Method
  20. Multiscale Modeling of Composite Materials with DECM Approach: Shape Effect of Inclusions
  21. Recent Advances in the Straps/Strips Technique for Out-of-plane Strengthening of Load-bearing Masonry Walls
  22. Recent Advances in the Straps/Strips Technique for Out-of-plane Strengthening of Load-bearing Masonry Walls
  23. DECM: A Discrete Element for Multiscale Modeling of Composite Materials Using the Cell Method
  24. Wire Ropes and CFRP Strips to Provide the Masonry Walls with Out-of-Plane Strengthening
  25. Wire Ropes and CFRP Strips to Provide Masonry Walls with Out-Of-Plane Strengthening
  26. Wire Ropes and CFRP Strips to Provide the Masonry Walls with Out-of-Plane Strengthening
  27. Combined Strengthening Techniques to Improve the Out-of-Plane Performance of Masonry Walls
  28. Some of the Latest Active Strengthening Techniques for Masonry Buildings: A Critical Analysis
  29. Combined Strengthening Techniques to Improve the Out-of-Plane Performance of Masonry Walls
  30. Some of the Latest Active Strengthening Techniques for Masonry Buildings: A Critical Analysis
  31. Satisfying Boundary Conditions in Homogeneous, Linear-Elastic and Isotropic Half-Spaces Subjected to Loads Perpendicular to the Surface: Distributed Loads on Adjacent Contact Areas
  32. On the Relationship between Primal/Dual Cell Complexes of the Cell Method and Primal/Dual Vector Spaces: an Application to the Cantilever Elastic Beam with Elastic Inclusion
  33. Attaining a Beam-Like Behavior with FRP Strips and CAM Ribbons
  34. Effectiveness of Active Confinement Techniques with Steel Ribbons: Masonry Buildings
  35. The Algebraic Formulation: Why and How to Use it
  36. The Cell Method: An Overview on the Main Features
  37. The second order solution of Boussinesq’s problem
  38. A discrete nonlocal formulation using local constitutive laws
  39. On Strain-softening in Dynamics
  40. On poisson's ratio and volumetric strain in concrete
  41. A discussion of strain-softening in concrete
  42. Experimental procedure for verifying strain-softening in concrete
  43. A Novel Approach for the Identification of Material Elastic Constants
  44. Computational Aspects and Numerical Simulations in the Elastic Constants Identification