All Stories

  1. Reliability-Based Residual Service Life Assessment of CFRP-Strengthened Eccentrically Compressed Reinforced Concrete Columns Using Monte Carlo Simulation
  2. COMPARATIVE ANALYSIS OF DEFLECTIONS OF A REINFORCED CONCRETE FLOOR SLAB BASED ON EXPERIMENTAL RESULTS AND LIRA-SAPR MODELING
  3. Strain Hardening of Reinforcement in Reinforced Concrete Elements After Residual Deformations
  4. CLASSIC DAMAGE MODELS FOR REINFORCED CONCRETE: THEORY, APPLICATION, AND LIMITATIONS
  5. Probabilistic assessment of RC beams with corroded thermally strengthened reinforcement
  6. Reliability-based analysis and residual life forecasting for corrosion-affected RC structures
  7. MODELING THE IMPACT OF DAMAGE TO THE CONCRETE COVER AND THE COMPRESSED REBAR OF A REINFORCED CONCRETE BEAM IN "LIRA-SAPR"
  8. A New Model for Predicting the Remaining Service Life of CFRP-Strengthened RC Beams
  9. RC Beams with an Middle Phase of Reinforcement Damage
  10. ANALYSIS OF THE IMPACT OF CROSS-SECTION DAMAGE ON THE STRENGTH AND DEFORMABILITY OF BENT REINFORCED CONCRETE ELEMENTS
  11. LIMITATIONS IN FATIGUE STRENGTH EVALUATION OF THE WEB-FLANGE CONNECTION OF STEEL RUNWAY BEAMS - А REVIEW
  12. Design of Experiment for Facilitating Effective Research Program Development
  13. Development of a Model for Assessing the Reliability of RC Beams Strengthened Under 50% of ULS Load Using Monte Carlo Simulation
  14. CFRP Materials for Restoration of the Bearing Capacity of RC Beams With Damaged Rebar
  15. MONTE CARLO METHODS: A FEATURES REVIEW IN TERMS OF USE FOR ASSESSING THE RELIABILITY OF RC STRUCTURES
  16. Crack Resistance of RC Columns Strengthened By CFRP Under 30% of Uls Loading
  17. Digital Image Correlation Pattern for Concrete Characteristics—Optimal Speckle
  18. Influence Analysis of the Most Common Defects and Damages on the Durability (Residual Resource) of RC Members: A Review
  19. Probabilistic Durability Assessment of RC Structures in Operation: An Analytical Review of Existing Methods
  20. ДО ПРОБЛЕМИ ОЦІНКИ ЗАЛИШКОВОГО РЕСУРСУ ЗАЛІЗОБЕТОННИХ КОНСТРУКЦІЙ, ЩО ЗНАХОДЯТЬСЯ В ЕКСПЛУАТАЦІЇ
  21. THEORETICAL ANALYSIS OF EXISTING CONCEPTS TO EVALUATE THE NON-FAILURE OF RC STRUCTURES IN OPERATION
  22. Development methodology of determinating residual carrying capacity of reinforced concrete beams with damages tensile reinforcement which occurred during loading
  23. Influence of Damages in the Compressed Zone on Bearing Capacity of Reinforced Concrete Beams
  24. The Probabilistic Calculation Model of RC Beams, Strengthened by RC Jacket
  25. The Impact of the Agressive Acid Environment on RC Constructions
  26. Improvement Method of Calculation Reinforced Concrete Beams on the Shear Strengthened FRCM System
  27. Influence of load level during strengthening of reinforced concrete beams on their reliability
  28. Theoretical calculation method for crack resistance of jacketed RC columns
  29. Calculation of Reinforced Concrete Columns Strengthened by CFRP
  30. Crack Resistance of RC Columns Strengthened by Jacketing
  31. Development of the procedure for the estimation of reliability of reinforced concrete beams, strengthened by building up the stretched reinforcing bars under load
  32. The simultaneous action of the aggressive environment and loading on RC beams
  33. Experimental study of the strengthening effect of reinforced concrete columns jacketed under service load level
  34. Influence of loading level on the bearing capacity of RC columns strengthened by jacketing
  35. Research of RC columns strengthened by carbon FRP under loading
  36. The design method of shear strength of reinforced concrete beams
  37. SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS STRENGTHENED BY P.B.O. FIBER MESH UNDER LOADING
  38. Determination of the Mechanical Characteristics and Specific Fracture Energy of Thermally Hardened Reinforcement
  39. THE SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT
  40. Influence of construction’s loading level on strength and deformability of RC columns strengthened by CFRP
  41. Investigation of the bearing capacity of reinforced concrete beams strengthened with reinforced concrete ring under load