All Stories

  1. Finite element modeling of mixed adhesive layer fracture mode for FRP web strengthening of steel bridges
  2. Reliability analysis of end cracking in continuous prestressed concrete girders
  3. Field monitoring of bridge link slab performance under long-term and live load effects
  4. Control of principal processing parameters for “defect suppression model” for fixed pin friction-stir-welding (FSW)
  5. Shear Design of Prestressed Concrete Girders Using FRP as Auxiliary Reinforcement
  6. Shear Performance of Steel Beams with Bonded GFRP Stiffeners: Weathering and Cyclic Load Effects
  7. Calibration of Temperature Gradient Load Factor for Service Limit State Design of Concrete Slab-on-Girder Bridges
  8. Simplified method for estimating restraint moment induced by vertical temperature gradient in continuous prestressed concrete bridges and verification using AASHTO BDS
  9. Study of Statistical Uncertainties for Temperature Gradients in Concrete Bridges
  10. Uniform and Local Corrosion Characterization and Modeling Framework for Long-Term Exposure of Different Rebars Used for RC Elements in the Presence of Chloride Conditions
  11. Proceedings of the 6th International Conference on Civil, Structural and Transportation Engineering (ICCSTE'21)
  12. Investigation of Empirical Deck Design in Bridge Widening
  13. Load Testing and Rating of Cast-in-Place Concrete Box Culverts
  14. Structural effects of temperature gradient on a continuous prestressed concrete girder bridge: analysis and field measurements
  15. Three Dimensional Finite Element Model of a Partially Continuous Joint
  16. A Modest Proposal: Field Monitoring and Measurements Education
  17. Investigation of local opening-sliding relationship in the vicinity of deformed bar in concrete by using DIC technique
  18. Challenges in the detection of weld-defects in friction-stir-welding (FSW)
  19. Building a multi-signal based defect prediction system for a friction stir welding process
  20. Standard of Care for the Practicing Structural Engineer
  21. Dual Self-Healing Mechanisms with Microcapsules and Shape Memory Alloys in Reinforced Concrete
  22. Analysis of thin-walled steel beams retrofitted by bonding GFRP stiffeners: Numerical model and investigation of design parameters
  23. Prediction of friction stir weld quality without and with signal features
  24. A Fully Coupled Thermomechanical Model of Friction Stir Welding (FSW) and Numerical Studies on Process Parameters of Lightweight Aluminum Alloy Joints
  25. Strengthening by Stiffening: Fiber-Reinforced Plastic Configuration Effects on Behavior of Shear-Deficient Steel Beams
  26. On-Line Detection of Friction Stir Welded Joints by High Temperature Phased Array Ultrasonic Inspection and Control of Weld Process Parameters
  27. Evaluation of Self-Healing Efficiency of Reinforced Concrete Beams with Calcium Nitrate Microcapsules
  28. Effect of initial panel slenderness on efficiency of Strengthening-By-Stiffening using FRP for shear deficient steel beams
  29. Personal Liability of the Practicing Engineer
  30. Impact of Friction Stir Welding (FSW) Process Parameters on Thermal Modeling and Heat Generation of Aluminum Alloy Joints
  31. Reliability of New Shear Design Equations for FRP-strengthened Concrete Bridge Girders
  32. Phased Array Ultrasonic Testing for Post-Weld and OnLine Detection of Friction Stir Welding Defects
  33. Prediction of tensile strength of friction stir weld joints with adaptive neuro-fuzzy inference system (ANFIS) and neural network
  34. Developing a Model to Estimate Pile Setup for Individual Soil Layers on the Basis of Piezocone Penetration Test Data
  35. Ultrasonic Signal Characteristics for Nondestructive-Yield Detection in Steel Structures
  36. Influence of Weld Defects and Postweld Heat Treatment of Gas Tungsten Arc-Welded AA-6061-T651 Aluminum Alloy
  37. Effect of adhesive type on Strengthening-By-Stiffening for shear-deficient thin-walled steel structures
  38. Calibrated Finite Element Modeling of Creep Behavior of Prestressed Concrete Bridge Girders
  39. Force transfer mechanism in positive moment continuity details for prestressed concrete girder bridges
  40. Effect of Weld Defects on Tensile Properties of Lightweight Materials and Correlations With Phased Array Ultrasonic Nondestructive Evaluation
  41. Dicyclopentadiene and Sodium Silicate Microencapsulation for Self-Healing of Concrete
  42. Field Test and Finite-Element Modeling of a Three-Span Continuous-Girder Bridge
  43. Effect of post-weld heat treatment and electrolytic plasma processing on tungsten inert gas welded AISI 4140 alloy steel
  44. Enforceability of Limitation of Liability Clauses in Engineering Contracts
  45. Field monitoring of positive moment continuity detail in a skewed prestressed concrete bulb-tee girder bridge
  46. Post-weld residual stresses and heat treatments of Gas Tungsten Arc Welded aluminum alloy AA6061-T651
  47. Reliability Assessment of FRP-Strengthened Concrete Bridge Girders in Shear
  48. Effects of Residual Stresses and the Post Weld Heat Treatments of TIG Welded Aluminum Alloy AA6061-T651
  49. Design of FRP Systems for Strengthening Concrete Girders in Shear
  50. Overview of Potential and Existing Applications of Shape Memory Alloys in Bridges
  51. Reliability Analysis of CPT Measurements for Calculating Undrained Shear Strength
  52. Strengthening Steel Structures using Composites: A New Approach for Inhibiting Local Buckling
  53. Effect of Fiber-Reinforced Polymer Configuration on Reliability of Flexurally Strengthened Concrete Beams
  54. Novel Technique for Inhibiting Buckling of Thin-Walled Steel Structures Using Pultruded Glass FRP Sections
  55. Ultrasonic Signal Characteristics in Pre- and Post-yield Steel Structures
  56. Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge
  57. Statistical Assessment of Repeatability of CPT Measurements
  58. Extending the service life of bridges using continuous decks
  59. Survey of Short- and Medium-Span Bridge Damage Induced by Hurricane Katrina
  60. Flexural Resistance Models for Concrete Decks Reinforced with Fiber-Reinforced Polymer Bars
  61. Allowable Tensile Stress for Webs of Prestressed Segmental Concrete Bridges
  62. Closure to “Warping Stresses in Curved Box Girder Bridges: Case Study” by Ayman M. Okeil and Sherif El-Tawil
  63. Discussion of “Warping Stresses in Curved Box Girder Bridges: Case Study” by Ayman M. Okeil and Sherif El-Tawil
  64. Partial Continuity in Bridge Girders with Jointless Decks
  65. Warping Stresses in Curved Box Girder Bridges: Case Study
  66. Hybrid Bridge Strengthening Structural Rehabilitation of Blue Heron Bridge, West Palm Beach, Florida
  67. Flexural Reliability of Reinforced Concrete Bridge Girders Strengthened with Carbon Fiber-Reinforced Polymer Laminates
  68. Considerations for Opening New Access Holes in Curved Box Girders
  69. LRFD Flexural Provisions for Prestressed Concrete Bridge Girders Strengthened with Carbon Fiber-Reinforced Polymer Laminates
  70. Static and Fatigue Analyses of RC Beams Strengthened with CFRP Laminates
  71. Canadian Bridge Design Code Provisions for Fiber-Reinforced Structures
  72. Short-Term Tensile Strength of Carbon Fiber-Reinforced Polymer Laminates for Flexural Strengthening of Concrete Girders
  73. Effects of ductility on seismic response of piping systems and their implication on design and qualification
  74. Introduction of Structural Health Monitoring to Civil Engineering Education