All Stories

  1. Perforation Effect on the Bending Behaviour of Cold-Formed Steel Hat-Purlin Section
  2. Structural parameters analysis for tapered steel section with perforation: effect of shear buckling behaviour
  3. Buckling capacity of cold-formed steel structure column member with perforation section in affordable house framing system
  4. The structural efficiency of tapered steel section with perforation under lateral torsional buckling behaviour
  5. Experimental Study on the Lateral Torsional Buckling Behaviour of the Triangular Web Profile Steel Section
  6. Comparative study of Bs8110 and Eurocode 2 standards for design of a factory reinforced concrete flat slab
  7. Torsion behavior of steel-framed house with cold-formed and hot-finished rectangular hollow section
  8. Shear behavior of steel-framed with cold-formed and hot-finished rectangular hollow section
  9. Lateral torsional buckling analysis and design of steel-framed house with cold-formed and hot-finished rectangular hollow section
  10. Numerical analysis on bending behavior for steel-framed house with cold-formed and hot-finished rectangular hollow section
  11. Assessment of hook end steel fibre as a substitute material in high performance concrete beam
  12. Finite Element Analysis on Torsion Behaviour for Tapered Steel Section with Perforation
  13. Finite Element Analysis of the Effect of Screw Number on the Connection Behaviour for Cold Form Steel Truss Systems
  14. Finite Element Analysis of the Screw Arrangement Effects on the Connection Behaviour for Cold Formed Steel Truss Systems
  15. Bending performance of cold formed steel structural member with perforated section in housing framing system
  16. Finite Element Analysis of the Loading Position Effects to the Bending Behaviour of Triangular Web Profile Steel Section
  17. Nonlinear Analysis of Triangular Web Profile Steel Section Under Bending Behaviour
  18. FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING
  19. Behaviour of Flush End-Plate Connection for Perforated Section
  20. Behaviour of the Beam to Column Connection for Tapered Steel Section with Perforation
  21. The Efficiency of Structural Steel Section with Perforated-Corrugated Web Profile Subjected to Shear Loading Condition
  22. The effects of the depth of web on the bending behaviour of triangular web profile steel beam section
  23. Parametric study on shear behaviour for triangular web profile steel section with openings
  24. A numerical study on shear buckling capacity of Z-section steel purlin with opening
  25. Finite elements sensitivity study in the buckling behaviours of corrugated web girder under shear load
  26. Shapes and sizes of web opening effects on bending behaviour of I-beam with web opening
  27. Torsional behavior of triangular web profile (TRIWP) steel section by experimental study
  28. Optimum Shapes and Sizes on Torsion Behaviour of I-Beam with Web Opening
  29. Finite Element Analysis of Lateral Torsional Buckling Behaviour of Tapered Steel Section with Perforation
  30. Modeling of tyre-mat (8R-MAT) reinforced riverbank using PLAXIS
  31. Lateral Torsional Buckling of Triangular web profile
  32. Nonlinear Bending Analysis for Steel Purlin with Perforation
  33. Finite Element Analysis for Torsion Behavior of Flat Web Profile Beam Steel Section with Opening
  34. Numerical Study of Buckling Behaviour of Cold-formed C-channel Steel Purlin with Perforation
  35. Effect of corrosion-damaged RC circular columns enveloped with hybrid and non-hybrid FRP under eccentric loading
  36. EXPERIMENTAL STUDY ON BENDING BEHAVIOUR OF TRIANGULAR WEB PROFILE STEEL BEAM SECTION
  37. Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam
  38. Effect of bond strength on fiber reinforced polymer enveloped concrete cylinders with rebars exposed to corrosion activity
  39. External CFRP repairing of pretested beams reinforced using prestress rebars
  40. Study on Bending Behaviour of Triangular Web Profile Steel Section by Finite Element Analysis
  41. The effect of web corrugation angle on bending performance of triangular web profile steel beam section