Issue Information: Structural Concrete 12/2024.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4125, doi. 10.1002/suco.202470611
- Publication type:
- Article
Works matching IS 14644177 AND DT 2024 AND VI 25 AND IP 6
Results: 55
1
2
fib‐news.
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- Structural Concrete, 2024, v. 25, n. 6, p. 5139, doi. 10.1002/suco.202470060
- Publication type:
- Article
3
Cover Picture: Structural Concrete 12/2024.
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- Structural Concrete, 2024, v. 25, n. 6, p. 1, doi. 10.1002/suco.202470016
- Publication type:
- Article
4
Punching shear behavior of steel fiber‐reinforced slabs with Filigran® punching shear reinforcement.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4975, doi. 10.1002/suco.202400689
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- Article
5
Digital twins for engineering structures—An Industry 4.0 perspective.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4202, doi. 10.1002/suco.202400683
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- Article
6
Shell strip experiments and three‐dimensional model for shear critical shell elements subjected to out‐of‐plane loads.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4995, doi. 10.1002/suco.202400422
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- Article
7
Numerical simulation of post‐tensioned concrete girders with defective grouting including local stress–strain tendons response.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4515, doi. 10.1002/suco.202400416
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- Publication type:
- Article
8
Comparative shear performance of ultra high‐performance concrete filled pocket and longitudinal trough connector of PC composite girder with full‐depth deck.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4795, doi. 10.1002/suco.202400410
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- Publication type:
- Article
9
Steel stresses and shear forces in reinforcing bars due to dowel action.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4956, doi. 10.1002/suco.202400322
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- Article
10
Numerical study of low‐rise composite steel frame responses to blast loading using direct simulation method.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4537, doi. 10.1002/suco.202400363
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- Article
11
Machine learning enhanced modeling of steel‐concrete bond strength under elevated temperature exposure.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4609, doi. 10.1002/suco.202400334
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- Publication type:
- Article
12
Experimental and numerical study on seismic behavior of shear wall with cast‐in situ concrete infilled walls.
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- Structural Concrete, 2024, v. 25, n. 6, p. 5056, doi. 10.1002/suco.202400330
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- Article
13
Simplified modified tension chord model: An alternative crack width calculation model to Eurocode 2 and fib model codes.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4586, doi. 10.1002/suco.202400329
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- Publication type:
- Article
14
Study on seismic performance of reinforced concrete shear wall with diagonally distributed reinforcement.
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- Structural Concrete, 2024, v. 25, n. 6, p. 5010, doi. 10.1002/suco.202400391
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- Publication type:
- Article
15
Reliability design for bearing capacity of steel plate strengthened RC beams based on the improved design value method.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4713, doi. 10.1002/suco.202400311
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- Publication type:
- Article
16
Comprehensive approach for examining shear‐critical RC walls using detailed experimental measurements.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4780, doi. 10.1002/suco.202400276
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- Publication type:
- Article
17
Saw‐cut method verification for determining the most important factors influencing its applicability.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4428, doi. 10.1002/suco.202400271
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- Article
18
Shear behavior of stud and SFCBs‐reinforced PBL composite connectors in steel‐concrete structures.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4867, doi. 10.1002/suco.202400267
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- Article
19
A simplified procedure for seismic collapse probability assessment of RC frame buildings.
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- Structural Concrete, 2024, v. 25, n. 6, p. 5089, doi. 10.1002/suco.202400260
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- Publication type:
- Article
20
Investigating the flexural behavior of ASR‐damaged RC beam through internal stress and cracking development using 3D Rigid Body Spring Model.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4623, doi. 10.1002/suco.202400255
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- Publication type:
- Article
21
An analytical solution for shear bearing capacity of circumferential joints of precast concrete segmental tunnel linings considering dowel action.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4918, doi. 10.1002/suco.202400250
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- Article
22
Fire behavior of high‐contents recycled aggregate concrete composite slabs with small openings.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4498, doi. 10.1002/suco.202400242
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- Article
23
Shear and interface shear fatigue of semi‐precast slabs with lattice girders under cyclic loading.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4895, doi. 10.1002/suco.202400219
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- Publication type:
- Article
24
Estimation of the bar stress based on crack width measurements in reinforced concrete structures.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4454, doi. 10.1002/suco.202400210
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- Publication type:
- Article
25
Passive confinement of reinforced concrete members revisited.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4283, doi. 10.1002/suco.202400209
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- Article
26
Material optimization of reinforced concrete structures in multiple limit states.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4365, doi. 10.1002/suco.202400195
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- Article
27
Early‐age cracking due to restraint: Laboratory and field investigations on the predictive capacity of the simplified method in Annex D of the future EC2.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4300, doi. 10.1002/suco.202400173
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- Article
28
Reliability evaluation of reinforced concrete arch bridges during construction based on LGSSA‐SVR hybrid algorithm.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4150, doi. 10.1002/suco.202400166
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- Article
29
Experimental and theoretical research of the punching shear performance of steel‐normal concrete‐UHPC composite slabs.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4849, doi. 10.1002/suco.202400158
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- Article
30
Flexural mechanism and design method for precast concrete splice slabs with welded junction plates.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4480, doi. 10.1002/suco.202400154
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- Article
31
Numerical investigation of corroded reinforced concrete exterior beam‐column joints under quasi‐static reverse cyclic loading.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4240, doi. 10.1002/suco.202400132
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- Article
32
Experimental and simulative study on seismic performance of stiffener‐plate PEC beam‐column joint.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4260, doi. 10.1002/suco.202400129
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- Article
33
Fatigue life prediction method for reinforced concrete deck slabs subjected to repeated moving wheel loads and failing in shear.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4324, doi. 10.1002/suco.202400114
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- Article
34
Compressive behavior of sustainable rubberized concrete‐filled steel tube columns having various recycled tire rubber aggregate contents and developing a predictive design model.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4639, doi. 10.1002/suco.202400111
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- Publication type:
- Article
35
Experimental study on bond performance of recycled coarse aggregates concrete with circular steel tubes after freeze–thaw cycling.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4696, doi. 10.1002/suco.202400110
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- Publication type:
- Article
36
Anchorage capacity of bent looped wire ropes in precast concrete wall elements for T‐ and L‐ connections.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4660, doi. 10.1002/suco.202400107
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- Article
37
Seismic performance of conrete‐filled steel tube column‐reinforced concrete beam frame using 100% recycled coarse aggregate.
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- Structural Concrete, 2024, v. 25, n. 6, p. 5024, doi. 10.1002/suco.202400106
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- Publication type:
- Article
38
Strut‐and‐tie model for column‐to‐drilled shaft connections in reinforced concrete bridge columns subjected to lateral loads.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4183, doi. 10.1002/suco.202400098
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- Publication type:
- Article
39
Model uncertainties in action effects and load bearing capacity calculation in statically indeterminate reinforced concrete structures.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4219, doi. 10.1002/suco.202400087
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- Publication type:
- Article
40
Anchorage and lap capacity of plain surface and square twisted bars in existing R.C. Structures: A comprehensive approach.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4571, doi. 10.1002/suco.202400081
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- Publication type:
- Article
41
Fastening in concrete vs. rock mass—Comparative determination of pull‐out loads for artificially created discontinuities in concrete.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4379, doi. 10.1002/suco.202400059
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- Publication type:
- Article
42
Experimental and theoretical investigations on the flexural behavior of precast concrete slabs reinforced with prestressing BFRP bars and fibers.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4392, doi. 10.1002/suco.202400057
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- Publication type:
- Article
43
Numerical analysis of reinforced concrete beams enhanced in shear with external polymer cement mortar‐bonded FRP grid.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4833, doi. 10.1002/suco.202400054
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- Publication type:
- Article
44
Shear performance of basalt fiber composite RC beams with different laminated heights of basalt fiber.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4938, doi. 10.1002/suco.202400032
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- Publication type:
- Article
45
Experimental verification of full‐scale silo structure demolition: Investigating successive column removal with finite element method and progressive collapse simulation through blast load.
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- Structural Concrete, 2024, v. 25, n. 6, p. 4408, doi. 10.1002/suco.202400017
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- Publication type:
- Article
46
Experimental and numerical investigation of the bending, shear, and punching shear behavior of recycled aggregate concrete precast/prestressed hollow core slabs.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4340, doi. 10.1002/suco.202400008
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- Publication type:
- Article
47
Evaluating the shear performance of reinforced concrete beams using waste glass powder as a sustainable cement substitute.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4812, doi. 10.1002/suco.202301002
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- Publication type:
- Article
48
Nonlinear global design resistance: Case studies of post‐tensioned concrete bridges made of I‐73 and KA‐61 girders.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4167, doi. 10.1002/suco.202300986
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- Publication type:
- Article
49
Trio/hybrid fiber effect on the geopolymer reinforced concrete for flexural and shear behavior.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4729, doi. 10.1002/suco.202300979
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- Publication type:
- Article
50
Simplified method for predicting the internal forces in strut‐and‐tie model of cable pylon anchorage zone in a cable‐stayed bridge.
- Published in:
- Structural Concrete, 2024, v. 25, n. 6, p. 4134, doi. 10.1002/suco.202300926
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- Article