All Stories

  1. Optimizing Structural Connections: Finite Element Analysis of Extended End Plates and Bolt Dynamics
  2. Assessing Cold-Formed Steel Section Performance in Fire: A Comprehensive Review of Numerical Models and Resistance Factors
  3. Flexural Performance of a New Composite Double PSSDB Slab System Filled with Recycled Concrete
  4. A review: plastic analysis in structures
  5. The assessment of structural behaviours of steel framing system – affordable house system design
  6. The numerical assessment of stress distribution of I-beam with web opening
  7. Comparative analysis approaches for steel portal frame design in industrial buildings
  8. Investigating beam-column connections using triangular web profiled steel sections
  9. Impact of web perforation size and shapes on structural behavior: a finite element analysis
  10. The nonlinear analysis of tapered steel section with opening due to the effects of bending behavior
  11. Lateral torsional buckling behaviour of tapered steel section with web opening – finite element analysis
  12. Stability Consideration in Design of Steel Structures: A Review
  13. The magnitude of stress concentration of I-beam with web opening because of lateral-torsional buckling effects
  14. The analysis of web opening configuration on cold-formed steel hat purlin under torsion behaviour
  15. Effect of Solvent on Superhydrophobicity Behavior of Tiles Coated with Epoxy/PDMS/SS
  16. Development of efficiency analysis for I-beam steel section with web opening via numerical method
  17. Stress analysis of I-beam with web opening via finite element analysis and experimental study
  18. The influence of palm oil fuel ash and metakaolin on the strength of concrete and crack resistance of reinforced concrete beam: a review
  19. Finite Element Analysis of Perforated Cold-Formed Steel Section: Effects of Shear Behaviour
  20. Finite Element Analysis on Triangular Web Profile Steel Section with Opening: Effects of Torsion Behaviour
  21. Parametrical Study of Lateral Torsional Buckling Behaviour for Triangular Web Profile Steel Section
  22. Perforation Effect on the Bending Behaviour of Cold-Formed Steel Hat-Purlin Section
  23. Structural parameters analysis for tapered steel section with perforation: effect of shear buckling behaviour
  24. Buckling capacity of cold-formed steel structure column member with perforation section in affordable house framing system
  25. The structural efficiency of tapered steel section with perforation under lateral torsional buckling behaviour
  26. Experimental Study on the Lateral Torsional Buckling Behaviour of the Triangular Web Profile Steel Section
  27. Comparative study of Bs8110 and Eurocode 2 standards for design of a factory reinforced concrete flat slab
  28. Torsion behavior of steel-framed house with cold-formed and hot-finished rectangular hollow section
  29. Shear behavior of steel-framed with cold-formed and hot-finished rectangular hollow section
  30. Lateral torsional buckling analysis and design of steel-framed house with cold-formed and hot-finished rectangular hollow section
  31. Numerical analysis on bending behavior for steel-framed house with cold-formed and hot-finished rectangular hollow section
  32. Assessment of hook end steel fibre as a substitute material in high performance concrete beam
  33. Finite Element Analysis on Torsion Behaviour for Tapered Steel Section with Perforation
  34. Finite Element Analysis of the Effect of Screw Number on the Connection Behaviour for Cold Form Steel Truss Systems
  35. Finite Element Analysis of the Screw Arrangement Effects on the Connection Behaviour for Cold Formed Steel Truss Systems
  36. Bending performance of cold formed steel structural member with perforated section in housing framing system
  37. Finite Element Analysis of the Loading Position Effects to the Bending Behaviour of Triangular Web Profile Steel Section
  38. Nonlinear Analysis of Triangular Web Profile Steel Section Under Bending Behaviour
  39. FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING
  40. Behaviour of Flush End-Plate Connection for Perforated Section
  41. Behaviour of the Beam to Column Connection for Tapered Steel Section with Perforation
  42. The Efficiency of Structural Steel Section with Perforated-Corrugated Web Profile Subjected to Shear Loading Condition
  43. The effects of the depth of web on the bending behaviour of triangular web profile steel beam section
  44. Parametric study on shear behaviour for triangular web profile steel section with openings
  45. A numerical study on shear buckling capacity of Z-section steel purlin with opening
  46. Finite elements sensitivity study in the buckling behaviours of corrugated web girder under shear load
  47. Shapes and sizes of web opening effects on bending behaviour of I-beam with web opening
  48. Torsional behavior of triangular web profile (TRIWP) steel section by experimental study
  49. Optimum Shapes and Sizes on Torsion Behaviour of I-Beam with Web Opening
  50. Finite Element Analysis of Lateral Torsional Buckling Behaviour of Tapered Steel Section with Perforation
  51. Modeling of tyre-mat (8R-MAT) reinforced riverbank using PLAXIS
  52. Lateral Torsional Buckling of Triangular web profile
  53. Nonlinear Bending Analysis for Steel Purlin with Perforation
  54. Finite Element Analysis for Torsion Behavior of Flat Web Profile Beam Steel Section with Opening
  55. Numerical Study of Buckling Behaviour of Cold-formed C-channel Steel Purlin with Perforation
  56. Effect of corrosion-damaged RC circular columns enveloped with hybrid and non-hybrid FRP under eccentric loading
  57. EXPERIMENTAL STUDY ON BENDING BEHAVIOUR OF TRIANGULAR WEB PROFILE STEEL BEAM SECTION
  58. Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam
  59. Effect of bond strength on fiber reinforced polymer enveloped concrete cylinders with rebars exposed to corrosion activity
  60. External CFRP repairing of pretested beams reinforced using prestress rebars
  61. Study on Bending Behaviour of Triangular Web Profile Steel Section by Finite Element Analysis
  62. The effect of web corrugation angle on bending performance of triangular web profile steel beam section