Works matching DE "CONCRETE slabs testing"
Results: 25
Pile-Supported Slabs for Sites with Poor Geotechnical Conditions.
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- Concrete International, 2018, v. 40, n. 11, p. 38
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The Use of Glass Powder as Supplementary Cementitious Material.
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- Concrete International, 2012, v. 34, n. 3, p. 56
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3D modelling of reinforced concrete slab with yielding supports subject to impact load.
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- European Journal of Environmental & Civil Engineering, 2017, v. 21, n. 7/8, p. 988, doi. 10.1080/19648189.2016.1194330
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Fatigue Tests of Concrete Slabs Reinforced with Stainless Steel Bars.
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- Advances in Materials Science & Engineering, 2018, p. 1, doi. 10.1155/2018/5451398
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Reducing Crack Risk in Industrial Concrete Floors.
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- ACI Materials Journal, 2014, v. 111, n. 6, p. 681, doi. 10.14359/51686833
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Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs.
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- Advances in Materials Science & Engineering, 2017, p. 1, doi. 10.1155/2017/3037946
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Strengthening of Continuous Concrete Slab Strips Containing Cutouts.
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- ACI Structural Journal, 2016, v. 113, n. 6, p. 1243, doi. 10.14359/51689027
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Performance of Punching Shear Reinforcement under Gravity Loading: Influence of Type and Detailing.
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- ACI Structural Journal, 2016, v. 113, n. 4, p. 827, doi. 10.14359/51688630
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Behavior of Steel Fiber-Reinforced Concrete Slabs under Impact Load.
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- ACI Structural Journal, 2014, v. 111, n. 5, p. 1213, doi. 10.14359/51686923
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Assessment of Performance of Reinforced Concrete Strips by In-Place Load Testing.
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- ACI Structural Journal, 2013, v. 110, n. 5, p. 813, doi. 10.14359/51685834
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Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups.
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- ACI Structural Journal, 2012, v. 109, n. 5, p. 595, doi. 10.14359/51684037
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Investigations on the punching shear behaviour of eccentrically loaded footings.
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- Structural Concrete, 2016, v. 17, n. 6, p. 1047, doi. 10.1002/suco.201500127
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Catenary action effects on the structural robustness assessment of RC slab strips subjected to shear and tensile forces.
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- Structural Concrete, 2016, v. 17, n. 6, p. 1003, doi. 10.1002/suco.201500157
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Towards a reliability-based post-fire assessment method for concrete slabs incorporating information from inspection.
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- Structural Concrete, 2014, v. 15, n. 3, p. 395, doi. 10.1002/suco.201300084
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Shear Capacity of C-Shaped and L-Shaped Angle Shear Connectors.
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- PLoS ONE, 2016, v. 11, n. 8, p. 1, doi. 10.1371/journal.pone.0156989
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Flexural Strength of Reinforced Concrete Slabs Strengthened and Repaired by High Strength Ferrocement at Tension Zone.
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- Al-Rafadain Engineering Journal, 2013, v. 21, n. 2, p. 78
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Composite action in masonry walls under vertical in-plane loading: experimental results compared with predictions.
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- Canadian Journal of Civil Engineering, 2015, v. 42, n. 7, p. 449, doi. 10.1139/cjce-2014-0098
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Construction stage reliability of composite steel deck designed according to Canadian Standard.
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- Canadian Journal of Civil Engineering, 2012, v. 39, n. 3, p. 344, doi. 10.1139/l2012-008
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Evaluation of fibre-reinforced polymer post-tensioned slab bridges using the Canadian Highway Bridge Design Code.
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- Canadian Journal of Civil Engineering, 2012, v. 39, n. 3, p. 249, doi. 10.1139/l11-126
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Lifetime Cost Optimization for the Structural Fire Resistance of Concrete Slabs.
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- Fire Technology, 2014, v. 50, n. 5, p. 1201, doi. 10.1007/s10694-013-0350-9
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Effect of substrate surface roughness on the flexural performance of concrete slabs strengthened with a steel-fiber-reinforced concrete layer.
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- PCI Journal, 2017, p. 78
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IMPLEMENTATION OF MARBLE WASTE AS AGGREGATE MATERIAL RIGID PAVEMENT.
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- EUREKA: Physics & Engineering, 2021, n. 4, p. 76, doi. 10.21303/2461-4262.2021.001932
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Strength of eccentrically tensioned reinforced concrete structures with small eccentricities by normal sections.
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- Scientific Review: Engineering & Environmental Sciences / Przegląd Naukowy: Inżynieria i Kształtowanie Środowiska, 2021, v. 30, n. 3, p. 424, doi. 10.22630/PNIKS.2021.30.3.36
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Longitudinal shear in composite deck slabs using corrugated steel sheets.
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- Scientific Review: Engineering & Environmental Sciences / Przegląd Naukowy: Inżynieria i Kształtowanie Środowiska, 2021, v. 30, n. 3, p. 411, doi. 10.22630/PNIKS.2021.30.3.35
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Evaluation of Temperature-Induced Curling in Concrete Slabs Using Deflection Difference Analysis.
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- Journal of Transportation Engineering, 2013, v. 139, n. 2, p. 130, doi. 10.1061/(ASCE)TE.1943-5436.0000490
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