Works matching IS 08893241 AND DT 2025 AND VI 122 AND IP 2
Results: 16
Shear Behavior of Reinforcing Bar-Free Ultra-High-Performance Concrete Considering Axial Load Effects and Fiber Alignment.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 215, doi. 10.14359/51743306
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- Article
Seismic Performance of Precast Concrete Wide Beam-Column Connections under Ductile Connection Principle.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 201, doi. 10.14359/51744399
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- Article
Estimating Shear-Transfer Resistance When Using Glass Fiber-Reinforced Polymer Reinforcement.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 189, doi. 10.14359/51744398
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- Article
Lap Splice Length Equation of Glass Fiber-Reinforced Polymer Bars in Flexural Reinforced Concrete Members.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 175, doi. 10.14359/51742156
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- Article
Cyclic Performance of Carbon Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams in Flexure.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 161, doi. 10.14359/51744397
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- Article
Structural Performance of Geopolymer Concrete: Bond, Flexural, Shear, and Axial Strengths.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 145, doi. 10.14359/51744396
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- Article
Evaluation of Tensile and Shear Strengths of Fine Ceramics Inserts.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 129, doi. 10.14359/51742144
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- Article
Creep-Fatigue Interaction for Carbon Fiber-Reinforced Polymer-Prestressed Concrete Bridge Girders.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 113, doi. 10.14359/51743304
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- Article
Shear Resistance of Concrete Beams under Decade of Sustained Loading.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 101, doi. 10.14359/51743303
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- Article
Autoregularized Model of Compressive Behavior of Structural Wall Boundary Elements.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 87, doi. 10.14359/51743302
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- Article
Bond Stress of High-Performance Concrete to 7.5 mm Indented Steel Wire.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 71, doi. 10.14359/51743294
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- Article
Theoretical Analysis on Axial Load Ratio Limit of Slender Ultra-High-Performance Concrete Wall-Type Piers.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 59, doi. 10.14359/51744394
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- Article
Cracks Development, Brittle Failure, and Design of Concrete Elements.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 49, doi. 10.14359/51743293
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- Article
Reliability of Proposed Three-Dimensional Finite Element Method Prestressing Analysis.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 37, doi. 10.14359/51744393
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- Article
Alternative Punching Shear Design Methods for Concrete Slabs on Rectangular Columns.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 21, doi. 10.14359/51739194
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- Article
Cyclic Lateral Load Test for Shear Wall with Coupling Slab.
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- ACI Structural Journal, 2025, v. 122, n. 2, p. 3, doi. 10.14359/51743301
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- Article