All Stories

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