Wide Beam Shear Behavior with Diverse Types of Reinforcement.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 191
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- Publication type:
- Article
Works matching IS 08893241 AND DT 2016 AND VI 113 AND IP 1
Results: 18
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Cyclic Lateral Testing of Precast Concrete T-Walls in Fast Low-Rise Construction.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 179, doi. 10.14359/51688200
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- Publication type:
- Article
3
Defining Yield Strength for Nonprestressed Reinforcing Steel.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 169, doi. 10.14359/51688199
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- Publication type:
- Article
4
Experimental Study of Reinforced Concrete Slabs under Different Loading Rates.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 157, doi. 10.14359/51688067
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- Publication type:
- Article
5
Tangential Strain Theory for Punching Failure of Flat Slabs.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 95, doi. 10.14359/51687942
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- Publication type:
- Article
6
Measured Transfer Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 85, doi. 10.14359/51687941
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- Publication type:
- Article
7
Behavior of Steel Fiber-Reinforced Concrete under Reversed Cyclic Shear.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 75, doi. 10.14359/51687940
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- Publication type:
- Article
8
Measured Load Capacity of Buried Reinforced Concrete Pipes.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 63, doi. 10.14359/51688059
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- Publication type:
- Article
9
Study on Influence of Column Size and Slab Slenderness on Punching Strength.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 135, doi. 10.14359/51687945
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- Publication type:
- Article
10
High-Strength Fiber-Reinforced Concrete Beam-Columns with High-Strength Steel.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 147, doi. 10.14359/51688066
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- Publication type:
- Article
11
Size Effect on Shear Strength of Glass Fiber-Reinforced Polymer-Reinforced Concrete Continuous Beams.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 125, doi. 10.14359/51688065
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- Publication type:
- Article
12
Shear Performance of Reinforced Concrete Beams with Corroded Stirrups Strengthened with Carbon Fiber-Reinforced Polymer.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 51, doi. 10.14359/51687913
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- Publication type:
- Article
13
Testing and Behavior of a Coupled Shear Wall Structure with Partially Post-Tensioned Coupling Beams.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 111, doi. 10.14359/51687915
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- Publication type:
- Article
14
Method for Approximation of ASR/DEF Damage in Concrete Columns.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 105, doi. 10.14359/51687914
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- Publication type:
- Article
15
Precast Fiber-Reinforced Concrete Barriers with Integrated Sidewalk.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 39, doi. 10.14359/51688611
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- Publication type:
- Article
16
Interface between Near-Surface-Mounted Carbon Fiber-Reinforced Polymer and Concrete in Thermal Distress.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 29, doi. 10.14359/51687713
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- Publication type:
- Article
17
Behavior of Deep Beams Containing High-Strength Longitudinal Reinforcement.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 17, doi. 10.14359/51687910
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- Publication type:
- Article
18
Reducing Discrepancy between Deep Beam and Sectional Shear-Strength Predictions.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 3, doi. 10.14359/51688602
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- Publication type:
- Article