All Stories

  1. Flexural behaviour and shear capacity of RC flat plate sections during fire exposure
  2. Numerical and Theoretical Studies on Axial Compression Performance of Modular Steel Tubular Columns Grouped with Shear-Key Connectors
  3. Fire Endurance of Spherical Concrete Domes Exposed to Standard Fire
  4. Simplified structural analysis of laminated glass panels during fire exposure
  5. Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition
  6. Fire-Resistance Testing Procedures for Construction Elements—A Review
  7. Structural performance of single-skin glass façade systems exposed to fire
  8. Performance-Based Design in Structural Fire Engineering
  9. Residual Axial Behavior of Restrained Reinforced Concrete Columns Damaged by a Standard Fire
  10. Influence of Natural Fire Development on Concrete Compressive Strength
  11. Seismic Performance of Hybrid Corrosion-Free Self-Centering Concrete Shear Walls
  12. Seismic performance of ductile corrosion-free reinforced concrete frames
  13. Effect of non-uniform temperature exposure on the out-of-plane bending performance of ordinary laminated glass panels
  14. Ductility and overstrength of shape-memory-alloy reinforced-concrete shear walls
  15. Simplified structural analysis of framed ordinary non-tempered glass panels during fire exposure
  16. Seismic performance of RC beam-column edge joints reinforced with austenite stainless steel
  17. Numerical investigation of reinforced-concrete beam-column joints retrofitted using external superelastic shape memory alloy bars
  18. Performance-based design of RC beams using an equivalent standard fire
  19. Seismic performance of concrete core walls reinforced with shape memory alloy bars
  20. Experimental and numerical structural assessment of transparent and tinted glass during fire exposure
  21. Heat of Hydration Stresses in Stainless-Steel-Reinforced-Concrete Sections
  22. Performance-based design of RC columns using an equivalent standard fire
  23. Shape memory alloy heat activation: State of the art review
  24. Equivalent standard fire duration to evaluate internal temperatures in natural fire exposed RC beams
  25. Ductile corrosion-free self-centering concrete elements
  26. Flexural behaviour of superelastic shape memory alloy reinforced concrete beams during loading and unloading stages
  27. Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars
  28. Seismic performance of reinforced concrete frames retrofitted using external superelastic shape memory alloy bars
  29. Seismic fragility assessment of superelastic shape memory alloy reinforced concrete shear walls
  30. Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets
  31. Seismic performance of modular steel frames equipped with shape memory alloy braces
  32. Seismic Performance of Modular Steel-Braced Frames Utilizing Superelastic Shape Memory Alloy Bolts in the Vertical Module Connections
  33. Practical method to predict the axial capacity of RC columns exposed to standard fire
  34. Ductile corrosion-free GFRP-stainless steel reinforced concrete elements
  35. Shape memory alloy reinforced concrete frames vulnerable to strong vertical excitations
  36. Fire performance of reinforced concrete frames using sectional analysis
  37. Analysis of reinforced concrete beams strengthened using concrete jackets
  38. Finite element modeling of the composite action between hollowcore slabs and the topping concrete
  39. Seismic performance of steel moment resisting frames utilizing superelastic shape memory alloys
  40. Evaluating interfacial shear stresses in composite hollowcore slabs using analytical solution
  41. Prediction of local seismic damage in steel moment resisting frames
  42. Shear capacity of RC beams at elevated temperatures
  43. Experimental investigation of the composite action between hollowcore slabs with machine-cast finish and concrete topping
  44. Analytical Modeling of the Interface between Lightly Roughened Hollowcore Slabs and Cast-In-Place Concrete Topping
  45. Interaction diagrams for fire-exposed reinforced concrete sections
  46. Seismic capacity of reinforced concrete interior flat plate connections
  47. Use of SMA bars to enhance the seismic performance of SMA braced RC frames
  48. Lateral stiffness of reinforced concrete interior flat plate connections
  49. Critical overview of blast resistance of different concrete types
  50. Predicting local seismic damage of RC framed buildings considering the horizontal seismic component
  51. Seismic performance of concrete frames reinforced with superelastic shape memory alloys
  52. Seismic behaviour of repaired superelastic shape memory alloy reinforced concrete beam-column joint
  53. Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation
  54. Deflection of superelastic shape memory alloy reinforced concrete beams: assessment of existing models
  55. Artificial neural network model for deflection analysis of superelastic shape memory alloy reinforced concrete beams
  56. Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars
  57. Seismic Vulnerability Assessment of Modular Steel Buildings
  58. Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys
  59. Assessing the flexural and axial behaviour of reinforced concrete members at elevated temperatures using sectional analysis
  60. Experimental evaluation of the seismic performance of modular steel-braced frames
  61. Effect of Directly Welded Stringer-To-Beam Connections on the Analysis and Design of Modular Steel Building Floors
  62. Seismic Overstrength in Braced Frames of Modular Steel Buildings
  63. Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements
  64. Stress block parameters for concrete flexural members reinforced with superelastic shape memory alloys
  65. Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys
  66. Shape memory alloy-based smart RC bridges: overview of state-of-the-art
  67. Simplified seismic modelling of reinforced concrete flexural members
  68. General stress–strain relationship for concrete at elevated temperatures
  69. Monotonic and cyclic lateral behaviour of helical pile specialized connectors
  70. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review
  71. Seismic performance of RC frames with concentric internal steel bracing
  72. Analytical prediction of the linear and nonlinear behaviour of steel beams rehabilitated using FRP sheets
  73. Monotonic and cyclic load behaviour of helical pile connectors in the vertical direction
  74. Rehabilitation of Composite Steel Bridges Using GFRP Plates
  75. MODELLING OF RC BEAM-COLUMN JOINTS AND STRUCTURAL WALLS