Works matching IS 08893241 AND DT 2025 AND VI 122 AND IP 1
Results: 17
Performance of Mechanical Couplers of High-Strength Reinforcing Bars under Inelastic Strain Deman.
- Published in:
- ACI Structural Journal, 2025, v. 122, n. 1, p. 225, doi. 10.14359/51743341
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- Article
Shear Strength Database for Nonprestressed High-Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 213, doi. 10.14359/51743296
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- Article
Immediate Deflection of Cracked Prestressed Concrete Beams Based on Integration of Curvature.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 199, doi. 10.14359/51742153
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- Article
Curved Strut-and-Tie Recognition in Reinforced Concrete Elliptical Deep Beams.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 183, doi. 10.14359/51742152
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- Article
Bond Strength between High-Performance Concrete and 7 mm Non-Pretensioned Plain Steel Wire.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 169, doi. 10.14359/51742145
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- Article
Design and Detailing Guidelines for Axially Loaded Ultra-High-Performance Concrete Columns.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 153, doi. 10.14359/51742143
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- Article
Implications of ACI CODE-440.11 Code Provisions on Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Footings.
- Published in:
- ACI Structural Journal, 2025, v. 122, n. 1, p. 143, doi. 10.14359/51742142
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- Article
Cyclic Behavior of Steel-Jacket-Confined Ultra-High-Strength Concrete-Filled Steel Tubular Columns.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 129, doi. 10.14359/51743295
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- Article
Cyclic Loading Test for Interior Precast Beam-Column Joints Using Slag-Based Concrete.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 117, doi. 10.14359/51742139
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- Article
Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 103, doi. 10.14359/51742138
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- Article
Two-Way Shear in Nonprestressed Slabs: Flexural Reinforcement Ratio Effects.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 91, doi. 10.14359/51742137
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- Article
Dual-Potential Capacity Model for Fiber-Reinforced Polymer-Reinforced Concrete Members Failed in Shear.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 77, doi. 10.14359/51743307
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- Article
Capacity Estimations for Three-Pile Caps with Size and Reinforcement Variations.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 63, doi. 10.14359/51743292
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- Publication type:
- Article
Deep-Learning-Informed Design Scheme for Prediction of Interfacial Concrete Shear Strength.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 51, doi. 10.14359/51743291
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- Article
Reinforced Concrete Coupling Beams with Axial Restraint.
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- ACI Structural Journal, 2025, v. 122, n. 1, p. 35, doi. 10.14359/51742135
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- Publication type:
- Article
Axial Load-Bearing Concrete Confined with Ultra-High-Performance Concrete Jackets and Basalt Fiber-Reinforced Polymer Grids.
- Published in:
- ACI Structural Journal, 2025, v. 122, n. 1, p. 19, doi. 10.14359/51743290
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- Article
Evaluation of Shear-Friction Behavior of Cylindrical Pocket Connections.
- Published in:
- ACI Structural Journal, 2025, v. 122, n. 1, p. 3, doi. 10.14359/51743289
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- Article