Cover Picture: Structural Concrete 4/2019.
- Published in:
- Structural Concrete, 2019, v. 20, n. 4, p. N.PAG, doi. 10.1002/suco.20197401
- Publication type:
- Article
Works matching IS 14644177 AND DT 2019 AND VI 20 AND IP 4
Results: 31
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Issue Information: Structural Concrete 4/2019.
- Published in:
- Structural Concrete, 2019, v. 20, n. 4, p. 1199, doi. 10.1002/suco.201970042
- Publication type:
- Article
3
fib‐news.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1498, doi. 10.1002/suco.201970041
- Publication type:
- Article
4
New findings in the research of concrete fatigue.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1202, doi. 10.1002/suco.20190701
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- Article
5
On shear in members without stirrups and the application of energy‐based methods in light of 30 years of test observations.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1481, doi. 10.1002/suco.201900224
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- Publication type:
- Article
6
From experimental evidence to mechanical modeling and design expressions: The Critical Shear Crack Theory for shear design.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1464, doi. 10.1002/suco.201900193
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- Publication type:
- Article
7
Takubogawa Bridge.
- Published in:
- Structural Concrete, 2019, v. 20, n. 4, p. 1492, doi. 10.1002/suco.201900089
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- Publication type:
- Article
8
Bond behavior of micro steel fibers embedded in ultra‐high performance concrete subjected to monotonic and cyclic loading.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1243, doi. 10.1002/suco.201900030
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- Article
9
Investigation of sulfates effects in perlite‐based geopolymer.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1402, doi. 10.1002/suco.201900039
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- Publication type:
- Article
10
Analysis and evaluation of the pull‐out behavior of hooked steel fibers embedded in high and ultra‐high performance concrete for calibration of numerical models.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1254, doi. 10.1002/suco.201900034
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- Publication type:
- Article
11
Digital image correlation strain measurement of ultra‐high‐performance concrete‐prisms under static and cyclic bending‐tensile stress.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1220, doi. 10.1002/suco.201900033
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- Publication type:
- Article
12
Fatigue behavior of strain‐hardening cement‐based composites—From the single fiber level to real‐scale application.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1231, doi. 10.1002/suco.201900032
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- Publication type:
- Article
13
Fatigue behavior of HPC and FRC under cyclic tensile loading: Experiments and modeling.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1265, doi. 10.1002/suco.201900056
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- Publication type:
- Article
14
Critique of critical shear crack theory for fib Model Code articles on shear strength and size effect of reinforced concrete beams.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1451, doi. 10.1002/suco.201800315
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- Publication type:
- Article
15
Influence of moisture content in the microstructure on the fatigue deterioration of high‐strength concrete.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1204, doi. 10.1002/suco.201900023
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- Publication type:
- Article
16
Colored concrete restoration method: For chromatic design and application of restoration mortars on smooth surfaces of colored concrete.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1391, doi. 10.1002/suco.201900006
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- Article
17
Comments to the paper "Reliability‐based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures" by G. Mancini et al. in Structural Concrete, Vol. 19, No. 3, pp. 904–917.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1490, doi. 10.1002/suco.201800324
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- Article
18
Experimental and microstructural study of the compressive strength of concrete samples containing low volumes of expanded polystyrene beads.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1379, doi. 10.1002/suco.201800317
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- Publication type:
- Article
19
Influence of coarse aggregate type on the damage mechanism in high‐strength concrete under compressive fatigue loading.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1212, doi. 10.1002/suco.201900029
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- Article
20
Rapid construction of bridge piers by composite form method.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1494, doi. 10.1002/suco.201800306
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- Article
21
Cyclic tensile testing of a three‐way panel connection for precast wall‐slab‐wall structures.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1307, doi. 10.1002/suco.201800280
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- Article
22
Experimental investigation of axially loaded reinforced concrete square column subjected to lateral low‐velocity impact loading.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1358, doi. 10.1002/suco.201800276
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- Publication type:
- Article
23
Behavior of externally prestressed segmental towers' dry joint under torsion effects.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1350, doi. 10.1002/suco.201800266
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- Article
24
Mesomechanical properties of concrete with different shapes and replacement ratios of recycled aggregate based on base force element method.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1425, doi. 10.1002/suco.201800261
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- Publication type:
- Article
25
Estimation of compressive strength of stirrup‐confined circular columns using artificial neural networks.
- Published in:
- Structural Concrete, 2019, v. 20, n. 4, p. 1328, doi. 10.1002/suco.201800259
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- Publication type:
- Article
26
Experimental evaluation of cyclic loading test procedure including gravity load on RC beams.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1292, doi. 10.1002/suco.201800255
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- Publication type:
- Article
27
Seismic performance of the spatial model of precast concrete shear wall structure using grouted lap splice connection and cast‐in‐situ concrete.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1316, doi. 10.1002/suco.201800252
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- Article
28
Cyclic behavior of reinforced concrete columns confined with two layers of stirrups.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1279, doi. 10.1002/suco.201800229
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- Article
29
Technical‐economic assessment of redesigned reinforced concrete pre‐slabs: Incorporating corrugated cardboard.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1340, doi. 10.1002/suco.201800227
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- Article
30
Post‐cracking behavior of polypropylene fiber reinforced concrete under bending and uniaxial tensile tests.
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- Structural Concrete, 2019, v. 20, n. 4, p. 1411, doi. 10.1002/suco.201800224
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- Article
31
Behavior and analysis of unsymmetrical double barrel precast concrete box culverts with posttensioning bars.
- Published in:
- Structural Concrete, 2019, v. 20, n. 4, p. 1438, doi. 10.1002/suco.201800208
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- Publication type:
- Article