All Stories

  1. Fire behaviour of damaged wood–steel–wood beam connections retrofitted with self-tapping screws — experimental study
  2. Numerical Study of GFRP-reinforced Concrete Beams with Straight and Hooked-end Bar Lap Splices
  3. A New Moment-Resisting Glulam Beam-End Connection Utilizing Mechanically Fastened Steel Rods—An Experimental Study
  4. Behaviour of Cross-Laminated Timber Slabs Subjected to Fire—A State-Of-The-Art Review
  5. Experimental Fire Testing of Damaged Glulam Beam Connections Retrofitted with Self-tapping Screws
  6. Finite Element Modelling of CLT-Concrete Composite Sections Utilizing Wood Screws as Shear Connectors
  7. Fire Experimental Testing of STS-Reinforced Glulam Beam-End Connections with Metal Connectors’ Wood Protection
  8. Effects of Bolt Number and Pattern on the Failure Time of Minimally Fire-Protected Glulam Beam Connections Reinforced with Self-tapping Screws
  9. EXPERIMENTAL TESTING OF SMALL-SCALE TIMBER-CONCRETE COMPOSITE BEAMS UTILIZING ADHESIVE SHEAR CONNECTIONS
  10. FIRE RESISTANCE TESTING OF CLT-CONCRETE COMPOSITE FLOOR SLABS UTILIZING GLUED-IN STEEL PLATES AS SHEAR CONNECTORS
  11. FIRE RESISTANCE TESTING OF CLT-CONCRETE COMPOSITE FLOOR SLABS UTILIZING SELF-TAPPING SCREWS AS SHEAR CONNECTORS
  12. FIRE RESISTANCE TESTING OF CLT-CONCRETE COMPOSITE FLOOR SLABS WITH STRIP NOTCH SHEAR CONNECTIONS
  13. Parametric study on the residual compressive strength of RC columns subjected to different standard fire durations and load ratios
  14. Effects of Load Level on the Structural Fire Behaviour of GFRP-Reinforced Concrete Beams with Straight-End bar Lap Splices
  15. Experimental Testing of GFRP-Reinforced Concrete Beams with Mid-Span Lap Splices Utilizing Straight- and Hooked-End Bars
  16. Load ratio effects on the structural fire behaviour of glass fibre‐reinforced polymer‐reinforced concrete beams with mid‐span bar lap splices – Experimental study
  17. Fire resistance of a fully concealed, moment-resisting new timber connection utilizing mechanically-fastened steel rods
  18. Experimental determination of the residual compressive strength of fire-damaged concrete columns retrofitted using CFRP wrapping
  19. Fire performance of hybrid mass timber beam-end connections with perpendicular-to-wood grain reinforcement
  20. Experimental Testing of the Shear Strength of CLT-Concrete Composite Sections Utilizing Adhesive for Shear Connections
  21. Experimental Testing of the Shear Strength of CLT-Concrete Composite Sections Utilizing Screws as Shear Connectors
  22. Structural Performance of Concrete-Filled GFRP Tube Slender Columns in Ambient and Standard Fire Conditions
  23. Experimental determination of the pull-out strength of mechanically fastened steel rods into glulam beam sections having different rod lengths and washer sizes
  24. Comparitive study on the flexural behaviour of glulam built-up beams based on ambient and standard fire tests
  25. Experimental fire testing of large‐scale glass fibre‐reinforced polymer‐reinforced concrete beams with mid‐span straight‐end bar lap splices
  26. Fire performance of moment-resisting concealed timber connections reinforced with self-tapping screws
  27. Structural Integrity of Bolted Glulam Frame Connections Reinforced with Self-Tapping Screws in a Column Removal Scenario
  28. Experimental determination of the residual compressive strength of concrete columns subjected to different fire durations and load ratios
  29. Impact of Bolt Pattern on the Fire Performance of Protected and Unprotected Concealed Timber Connections
  30. Experimental and analytical study of vibration parameters in waffle concrete slabs
  31. Structural fire performance of wood-steel-wood bolted connections with and without perpendicular-to-wood grain reinforcement
  32. Parametric study on load ratio effect on the flexural bending behaviour of axially-restrained HSS steel beams subjected to fire
  33. Structural Fire Performance of Innovative Moment-Resisting Connection Joining Steel Beams to HSS Columns
  34. Experimental Examination of the Structural Performance of Restrained HSS Steel Beams and their End Connections in Fire