Works matching IS 14644177 AND DT 2021 AND VI 22
Results: 352
Cover Picture: Structural Concrete 6/2021.
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- Structural Concrete, 2021, v. 22, n. 6, p. 1, doi. 10.1002/suco.202170016
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- Article
Structural behavior of recycled tire crumb rubber sandwich panel in flexural bending.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3602, doi. 10.1002/suco.202100356
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Issue Information: Structural Concrete 6/2021.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3197, doi. 10.1002/suco.202170611
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fib‐news.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3850, doi. 10.1002/suco.202170060
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- Article
Torsional behavior of glass textile‐reinforced concrete beams with minimum transverse reinforcements: Experimental study.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3835, doi. 10.1002/suco.202100498
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Treatment of modelling uncertainty of NLFEA in fib Model Code 2020.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3202, doi. 10.1002/suco.202100420
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Experimental investigation on reinforced concrete beams subjected to axial compressive and shear forces.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3692, doi. 10.1002/suco.202100395
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Critical view on the level of maximum punching strength of flat slabs and column bases using database evaluations.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3646, doi. 10.1002/suco.202100374
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Experimental investigation of the shear strength of one‐way reinforced concrete (RC) slabs subjected to concentrated loads and in‐plane transverse axial tension.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3661, doi. 10.1002/suco.202100447
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Experimental investigations on the shear bearing behavior of prestressed ultra‐high performance fiber‐reinforced concrete beams with compact cross‐section.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3746, doi. 10.1002/suco.202100337
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Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3711, doi. 10.1002/suco.202100319
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Design‐oriented elasto‐plastic analysis of reinforced concrete structures with in‐plane forces applying convex optimization.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3272, doi. 10.1002/suco.202100302
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Damage of bond in reinforced concrete: A detailed finite element analysis.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3228, doi. 10.1002/suco.202100229
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Flexural response characteristics of ultra‐high performance concrete made with steel microfibers and macrofibers.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3476, doi. 10.1002/suco.202100223
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The effect of length and inclination of carbon fiber reinforced polymer laminates on shear capacity of near‐surface mounted retrofitted reinforced concrete beams.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3677, doi. 10.1002/suco.202100198
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Automated finite element modeling and analysis of cracked reinforced concrete beams from three dimensional point cloud.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3213, doi. 10.1002/suco.202100194
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Experimental studies on precast concrete beam‐column connections with precast irregularly shaped columns and composite beams subjected to cyclic loading.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3589, doi. 10.1002/suco.202100174
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Coupled thermo‐hydro‐mechanical analysis of reinforced concrete beams under the effect of frost damage and sustained load.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3430, doi. 10.1002/suco.202100170
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A unified approach for determining the strength of FRC beams subjected to torsion–Part II: Analytical modeling.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3780, doi. 10.1002/suco.202100162
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A unified approach for determining the strength of Frc members subjected to torsion—Part I: Experimental investigation.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3763, doi. 10.1002/suco.202100161
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Prediction model for maximum shear displacement of pipe joints with preexisting defects based on finite element–multiple nonlinear regression method.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3727, doi. 10.1002/suco.202100151
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Explainable models to estimate the effective compressive strength of slab–column joints using genetic programming.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3491, doi. 10.1002/suco.202100149
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Torsional design method used in Eurasia region: A comparative study.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3798, doi. 10.1002/suco.202100136
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Analysis of actual confinement provided by high‐strength steel spirals in reactive powder concrete of anchorage zones.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3526, doi. 10.1002/suco.202100128
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Development of strut‐and‐tie models using topology optimization based on modified optimal criterion.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3304, doi. 10.1002/suco.202100123
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Applied element method‐based blast‐resistant design of façade columns with limited standoff distance.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3255, doi. 10.1002/suco.202100117
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Minto Island pedestrian bridge, Salem, Oregon, USA.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3200, doi. 10.1002/suco.202100081
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Experimental and numerical study on T‐Shaped UHPFRC beams with high‐strength reinforcement.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3630, doi. 10.1002/suco.202100067
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Compressive behavior of RC members with rectangular continuous transverse reinforcement.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3396, doi. 10.1002/suco.202100066
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Impact of aggregate content and tube thickness on semi‐lightweight aggregate concrete filled steel tube subjected to uniaxial compression.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3544, doi. 10.1002/suco.202100057
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A comparative study on the differential axial shortening in high‐rise buildings.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3336, doi. 10.1002/suco.202100053
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Investigation of the strut‐and‐tie model of a two‐plane cable‐stayed bridge tower under vertical component of the cable force.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3288, doi. 10.1002/suco.202100042
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Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysis.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3315, doi. 10.1002/suco.202000762
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Parameters analysis and design of transverse connection strengthening prestressed concrete T‐girder bridge.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3385, doi. 10.1002/suco.202100040
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DFOS measurements for strain analysis of anchorage zone in 57‐year‐old posttensioned precast girder using static and high‐frequency approach.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3414, doi. 10.1002/suco.202100002
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Variable, full‐scale tester for tunnel linings.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3353, doi. 10.1002/suco.202000806
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Numerical simulation and simplified analytical model for the longitudinal joint bending stiffness of a tunnel considering axial force.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3368, doi. 10.1002/suco.202000796
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Axial compression of reinforced concrete columns strengthened by composite of prestressed plastic‐steel strip and angle steel: An experimental study.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3620, doi. 10.1002/suco.202000786
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A new crack spacing model for reinforced concrete specimens with multiple bars subjected to axial tension using 3D nonlinear FEM simulations.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3241, doi. 10.1002/suco.202100025
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Bond behavior of plain round bar embedded in high ductile concrete under monotonic and cyclic loading.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3446, doi. 10.1002/suco.202000737
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Damage progression in RC beam‐column joints under cyclic loading using acoustic emission technique.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3556, doi. 10.1002/suco.202000713
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The influence from steel bar on concrete fracture behavior under different impact velocities.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3510, doi. 10.1002/suco.202000696
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Large‐diameter post‐installed bonded fasteners in very low compressive strength concrete.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3574, doi. 10.1002/suco.202000675
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Laboratory tests on the fatigue behavior of damaged reinforced concrete beams under constant‐amplitude fatigue loading.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3461, doi. 10.1002/suco.202000618
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Issue Information: Structural Concrete 5/2021.
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- Structural Concrete, 2021, v. 22, n. 5, p. 2502, doi. 10.1002/suco.202170511
- Publication type:
- Article
fib‐news.
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- Structural Concrete, 2021, v. 22, n. 5, p. 3189, doi. 10.1002/suco.202170050
- Publication type:
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Cover Picture: Structural Concrete 5/2021.
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- Structural Concrete, 2021, v. 22, n. 5, p. 1, doi. 10.1002/suco.202170015
- Publication type:
- Article
Concrete plasticity—A historical perspective.
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- Structural Concrete, 2021, v. 22, n. 5, p. 2508, doi. 10.1002/suco.202100444
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- Article
Characterization of performable geopolymer mortars for use as repair material.
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- Structural Concrete, 2021, v. 22, n. 5, p. 3173, doi. 10.1002/suco.202100355
- Publication type:
- Article
Enhancing shear capacity of thin slabs with CFRP shear reinforcement: Experimental study.
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- Structural Concrete, 2021, v. 22, n. 5, p. 3057, doi. 10.1002/suco.202100325
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