1 |
Flexural behavior of artificial lightweight aggregate concrete reinforced by carpet waste fiber |
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Tahun Belum Diisi |
2 |
Validating an analytical method to predict flexural behavior of RC T-beams retrofitted with bonded steel wire ropes in the negative moment region |
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Tahun Belum Diisi |
3 |
Study on retrofitting of existing reinforced concrete buildings with the exoskeleton design-U-frame method |
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Tahun Belum Diisi |
4 |
Carbon Fiber-Reinforced Polymer Rod Embedment Depth Influence on Concrete Strengthening |
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Tahun Belum Diisi |
5 |
Modeling of non-ductile RC structure under near-fault ground motions: A nonlinear finite element analysis |
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Tahun Belum Diisi |
6 |
Structural behavior of negative moment region NSM-CFRP strengthened RC T-beams with various embedment depth under monotonic and cyclic loading |
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Tahun Belum Diisi |
7 |
Seismic behavior and failure modes of non-ductile three-story reinforced concrete structure: A numerical investigation |
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Tahun Belum Diisi |
8 |
Seismic behavior and failure modes of non-ductile three-story reinforced concrete structure: A numerical investigation |
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Tahun Belum Diisi |
9 |
Nonlinear 3d model of double shear lap tests for the bond of near-surface mounted frp rods in concrete considering different embedment depth |
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Tahun Belum Diisi |
10 |
Numerical parametric study on the flexural capacity of reinforced concrete beams strengthened with non-metallic materials |
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Tahun Belum Diisi |
11 |
Numerical investigation on RC T-beams strengthened in the negative moment region using NSM FRP rods at various depth of embedment |
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Tahun Belum Diisi |
12 |
The flexural behavior of RC beams with sand-coated polypropylene waste coarse aggregate at different w/c ratios |
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Tahun Belum Diisi |
13 |
Capacity-based seismic design of a middle-rise residential building in an area of moderately-high seismicity |
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Tahun Belum Diisi |
14 |
Seismic performance of non-ductile detailing RC frames: An experimental investigation |
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Tahun Belum Diisi |
15 |
Finite element analysis of T-section RC beams strengthened by wire rope in the negative moment region with an addition of steel rebar at the compression block |
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Tahun Belum Diisi |
16 |
The effect of recycled coarse aggregate (RCA) with surface treatment on concrete mechanical properties |
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Tahun Belum Diisi |
17 |
Wire rope flexural bonded strengthening system on RC-beams: A finite element simulation |
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Tahun Belum Diisi |
18 |
Compressive strength and modulus of elasticity of concrete with cubed waste tire rubbers as coarse aggregates |
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Tahun Belum Diisi |