All Stories

  1. Predicting axial load capacity of CFST columns using machine learning
  2. Seismic Analysis of Baffle-Reinforced Elevated Storage Tank Using Finite Element Method
  3. Flexural Behavior of Reinforced Concrete Beams under Instantaneous Loading: Effects of Recycled Ceramic as Cement and Aggregates Replacement
  4. Novel informational bat-ANN model for predicting punching shear of RC flat slabs without shear reinforcement
  5. Smart Bio-Agents-Activated Sustainable Self-Healing Cementitious Materials: An All-Inclusive Overview on Progress, Benefits and Challenges
  6. A Review on the Use of Self-Curing Agents and Its Mechanism in High-Performance Cementitious Materials
  7. Gum Arabic Nanoparticles as Green Corrosion Inhibitor for Reinforced Concrete Exposed to Carbon Dioxide Environment
  8. Predicting Embodied Carbon and Cost Effectiveness of Post-Tensioned Slabs Using Novel Hybrid Firefly ANN
  9. Metaheuristic Prediction of the Compressive Strength of Environmentally Friendly Concrete Modified with Eggshell Powder Using the Hybrid ANN-SFL Optimization Algorithm
  10. Evaluating mechanical properties and impact resistance of modified concrete containing ground Blast Furnace slag and discarded rubber tire crumbs
  11. Experimental and Informational Modeling Study of Sustainable Self-Compacting Geopolymer Concrete
  12. Hybrid Krill Herd-ANN Model for Prediction Strength and Stiffness of Bolted Connections
  13. Life-Cycle Assessment of Alkali-Activated Materials Incorporating Industrial Byproducts
  14. Performance Evaluation of Modified Rubberized Concrete Exposed to Aggressive Environments
  15. Performance of Epoxy Resin Polymer as Self-Healing Cementitious Materials Agent in Mortar
  16. Application of Component-Based Mechanical Models and Artificial Intelligence to Bolted Beam-to-Column Connections
  17. Assessment of Mechanical Properties and Structural Morphology of Alkali-Activated Mortars with Industrial Waste Materials
  18. Evaluation of the Efficiency of Single-Outrigger Structural Systems in Tall Buildings
  19. Evaluation of Mechanical and Environmental Properties of Engineered Alkali-Activated Green Mortar
  20. Numerical and Physical Analysis on the Response of a Dam’s Radial Gate to Extreme Loading Performance
  21. An Overview of Progressive Collapse Behavior of Steel Beam-to-Column Connections
  22. Construction and Monitoring of Cement/Bentonite Cutoff Walls: Case Study of Karkheh Dam, Iran
  23. Cyclic Behaviour of Fully-Rigid and Semi-Rigid Steel Beam-to-Column Connections
  24. AN OVERVIEW OF THE CONNECTION CLASSIFICATION INDEX
  25. Seismic Performance of Steel Frames with Semirigid Connections
  26. Classification System for Semi-Rigid Beam-to-Column Connections
  27. Effect of Web Holes and Bearing Stiffeners on Flexural-Shear Interaction Strength of Steel Cold-Formed C-Channel Sections
  28. Behaviour and design of cold-formed steel C-sections with cover plates under bending
  29. Performance of steel beams strengthened with pultruded CFRP plate under various exposures
  30. Cyclic and Explosive Evaluation of New Proposed Steel Joint
  31. An experimental investigation of stiffened cold-formed C-channels in pure bending and primarily shear conditions
  32. Severe Loading Assessment of Modern and New Proposed Beam to Column Connections
  33. Modification of Grout Properties in Prepacked Aggregate Concrete Incorporating Palm Oil Fuel Ash
  34. Seismic and progressive collapse assessment of SidePlate moment connection system
  35. Seismic and Progressive Collapse Assessment of New Proposed Steel Connection
  36. Analyzing Accidents Caused by Overturn of Vehicles (Case Study of Iran-Zanjan Province in 2010)
  37. Assessment the Behavior of Seismic Designed Steel Moment Frames Subjected to Progressive Collapse
  38. Economic Design Issues of RC Structures against Progressive Collapse
  39. Investigation of Progressive Collapse Resistance for a Seismically Designed RC Building
  40. Procjena ekstremnog opterećenja u zavarenim spojevima
  41. Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes