All Stories

  1. Effectiveness of UHPC reinforced with steel rebars for flexural strengthening of RC T-beams in an idealized negative moment region
  2. Seismic Damage State Limits of Non-Engineered Buildings Considering the Randomness of Ground Motions
  3. Effect of Sodium Hydroxide/Sodium Metasilicate Pentahydrate (SH/SIMET) Ratio and Water/Binder (W/B) Ratio on Setting Time of Fly Ash Based Geopolymer Paste with Dry Mixing Method
  4. Risk Assessment with Monte Carlo Simulation to Improve Bridge Construction Safety
  5. Shear performance of HVFA-SCC reinforced concrete beam (Case study: Shear span to effective depth ratio of 2.5)
  6. Numerical study on the flexural performance of HVFA-SCC beam
  7. Application of triangular grids sonic crystals with bamboo material as railroad noise reducer
  8. Numerical study on the flexural performance of HVFA-SCC beam with compression reinforcement
  9. Safety Risk Assessment Model for Bridge Construction
  10. Behavior of Fastener Due to Tensile Loads on Cold Rolled Steel with LISA V.8 FEA
  11. Finite Element Modelling on the Influence of Adding Anchor Reinforcement in Beam-Column Joint of Non-engineered Building
  12. Fragility Assessment of Non-engineered Building by Mean of Incremental Dynamic Analysis
  13. Numerical Modeling of Shear Behavior of Reinforced HVFA-SCC Beams Without Shear Reinforcement
  14. Seismic Assessment of Non-engineered Residential Frame Building Based on Performance Point of Capacity Spectrum Method: A Case Study in Pacitan Regency, Indonesia
  15. The Potential Use of Carboxymethyl-Cellulose and Xanthan Gum-Based Hydrogel as Bacterial Protector in Manufacturing Self-Healing Mortar
  16. The Vulnerability Level of Residential Buildings in Surakarta City Related to Seismic Hazard
  17. Damage State of Non-Engineered Residential Buildings Owing to Earthquakes: A Case Study in Pacitan Regency, Indonesia
  18. Transport properties of fly ash-slag-based geopolymer concrete with 2M sodium hydroxide combined with variations in slag percentage, Al/Bi ratio, and SS/SH ratio
  19. Influence of Joint Strengthening on the Seismic Performance of Non-Engineered Buildings
  20. Influence of concrete compressive strength on the seismic performance of non-engineered building: A numerical simulation
  21. Shear behavior of HVFA-SCC beams without stirrup
  22. Direct tensile strength of repair mortar containing micro-synthetic fiber
  23. The and roid application for housing building classification based on seismic hazard in Surakarta city
  24. Experimental and numerical investigation of the splice length requirement in high volume fly ash-self compacting concrete (HVFA-SCC) beam
  25. Strategies for Selecting Infilled Frame Models for Seismic Performance: Meso and Macro Models
  26. Creep Behavior of Fiber Reinforced Mortars and Its Effect to Reduce the Differential Shrinkage Stress
  27. The effect of sodium hydroxide molarity on setting time, workability, and compressive strength of fly ash-slag-based geopolymer mortar
  28. Tension-Stiffening of Reinforced HVFA-SCC Beams
  29. Bond strength between reinforcement and High Volume Fly Ash-Self Compacting Concrete (HVFA-SCC)
  30. Performance of Non-compliant Reinforced Concrete Frame Structures Under Seismic Loading
  31. Evaluation of YLT method to estimate the load carrying capacity of one-way patched reinforced concrete slab under concentrated load
  32. Properties of Fly Ash-Slag-Based Geopolymer Concrete with Low Molarity Sodium Hydroxide
  33. Damage States Investigation of Infilled Frame Structure Based on Meso Modeling Approach
  34. The study of building inspection reliability and life cycle cost analysis in Universitas Sebelas Maret Surakarta
  35. Effect of acrylic copolymer addition and interface treatment on the bond strength of polymer modified mortar and concrete
  36. nfluence οf Patching Length οn the Flexural Behaviour of Patched Reinforced Concrete Beam
  37. Seismic performance of post - fire building (case study: Pasar Wage, Banyumas)
  38. Shrinkage of Micro-Synthetic Fiber-Reinforced Mortar
  39. Flexural performance of reinforced HS-HVFA-SCC beam with spliced plain bar
  40. The development length of tensile reinforcement embedded in High Volume Fly Ash-Self Compacting Concrete (HVFA-SCC)
  41. Experimental Investigation on the Shear Behavior of Patched RC Beams Without Web Reinforcements: Efficacy of Patching Position with Respect to the Shear Span
  42. Strengthening of Non-engineered Building Beam-Column Joint to Increase Seismic Performance with Variation of Steel Plate Width
  43. Various Strut—Macro Modelings for Infilled Frame Analysis
  44. Reinforcement to concrete bond strength: a comparison between normal concrete and various types of concrete
  45. The Development Length of Tensile Reinforcement Embedded in High Volume Fly Ash-Self Compacting Concrete (Hvfa-Scc)
  46. Evaluation of Damage Limit State for RC Frame Based on FE Modeling
  47. Strengthening of Non-Engineered Building with Steel Plate to Increase Seismic Performance
  48. Influence of Patching on the Shear Failure of Reinforced Concrete Beam without Stirrup
  49. Shear Strength of HVFA-SCC Beams without Stirrups
  50. Proposed maintenance system of Gelora Sriwijaya Jakabaring Stadium (case study: lighting utilities)
  51. Determining fragility of urban low-to-mid rise masonry infilled building
  52. Eco-durability index of self-compacting concrete incorporating high volume fly ash
  53. The effect of reinforcement ratio cantula fiber (Agave cantula roxb) on tensile strength of textile reinforced concrete
  54. Pressure Mapping System Development Based on Intensity Modulated Fiber Sensor
  55. Experimental investigation on the behaviour of patched reinforced concrete column under eccentric loading: a case of compression failure
  56. Characteristic of stress-strain on SCC incorporating with HVFA under uniaxial compression
  57. Effect of volume fraction and aspect ratio of Agave fiber Cantula Roxb against compressive strength and direct tensile strength
  58. Sorptivity of self-compacting concrete with high volume fly ash and its eco-mechanical-durability performance
  59. Flexural behaviour of one-way patched reinforced concrete (RC) slab under concentrated load
  60. UNIAXIAL COMPRESSIVE STRESS-STRAIN BEHAVIOR OF SELF-COMPACTING CONCRETE WITH HIGH-VOLUME FLY ASH
  61. Slant shear strength of fibre reinforced polyvinyl acetate (PVA) modified mortar
  62. Seismic performance of four-storey masonry infilled reinforced concrete frame building
  63. Stress-strain response of high-volume fly ash self-compacting concrete (HVFA-SCC) under uniaxial loading and its effect on the reinforced HVFA-SCC nominal strength
  64. Shear Failure of Patched Reinforced Concrete Beam without Web Reinforcements
  65. Mechanical Properties of Unsaturated Polyester Resin (UPR)-Mortar and its Potential Application to Restore the Strength and Serviceability of Patched Reinforced Concrete Slab
  66. Comparison of shrinkage related properties of various patch repair materials
  67. Porosity of Self-Compacting Concrete (SCC) incorporating high volume fly ash
  68. Energy efficiency evaluation of hospital building office
  69. Assessing Seismic Performance of Moment Resisting Frame and Frame-shear Wall System Using Seismic Fragility Curve
  70. Creep Behaviour of Self-compacting Concrete Incorporating High Volume Fly Ash and its Effect on the Long-term Deflection of Reinforced Concrete Beam
  71. Delamination Tendency of Repair Mortar Incorporating Crumb Rubber
  72. Estimating Corrosion Initiation Period Due to Chloride Ingress into Reinforced Self-Compacting Concrete Incorporating High Volume Fly Ash
  73. Determination of the bridge maintenance and rehabilitation priority scale in kabupaten Pinrang
  74. Effect of cantala fiber as textile reinforcement on the flexural behaviour of polymer modified mortar
  75. Fragility function for assessing seismic risk of typical concrete bridge by means of nonlinear static and dynamic analysis
  76. Cracking behaviour and its effect on the deflection of patched-reinforced concrete beam under flexural loading
  77. Seismic Vulnerability of Reinforced Concrete Building Based on the Development of Fragility Curve: A Case Study
  78. redundancy indices
  79. Flexural Behaviour of Patch-Repair Material Made from Unsaturated Polyester Resin (UPR)-Mortar
  80. Effect of high volume fly ash on the chloride penetration resistance of Self-Compacting Concrete (SCC)
  81. Effect of patching thickness on the flexural performance of patched reinforced concrete beams
  82. Influence of span-length on seismic vulnerability of reinforced concrete buildings based on their fragility curves
  83. Influence of story number on the Seismic Performance Factors (SPFs) of reinforced concrete frame buildings calculated using FEMA P695 procedure
  84. Degradation of self-compacting concrete (SCC) due to sulfuric acid attack: Experiment investigation on the effect of high volume fly ash content
  85. Tensile and burning properties of clay/phenolic/GF composite and its application
  86. Bond Strength Characteristic of Concrete Patch Repair Material Made from Unsaturated Polyester Resin (UPR)-Mortar
  87. Effect of Fly Ash on Compressive Strength and Porosity of Self-Compacting Concrete
  88. Experimental Investigation on the Flexural Behaviour of Patched Reinforced Concrete with Unsaturated Polyester Resin Mortar
  89. Effect of High Volume Fly Ash on Shrinkage of Self-compacting Concrete
  90. Evaluation of the Use of Steel Bracing to Improve Seismic Performance of Reinforced Concrete Building
  91. Performance Criteria to Assess Shrinkage Cracking Tendency in Concrete Overlay
  92. Evaluation of Models for Estimating Shrinkage Stress in Patch Repair System
  93. Cracking resistance of concrete overlays as predicted from the development of shrinkage stress