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significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
side decrease » sizes decrease (Expand Search), fid decreased (Expand Search), step decrease (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
Showing 721 - 740 results of 12,940 for search '(( significantly increased decrease ) OR ( significant ((side decrease) OR (teer decrease)) ))', query time: 0.34s Refine Results
  1. 721
    Uganda 2014 NCD risk factor STEPS survey data.

    Uganda 2014 NCD risk factor STEPS survey data. by Ronald Kusolo (13200268)

    Published 2025
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  2. 722
    S1 Data -

    S1 Data - by Jessica C. M. Hui (20370522)

    Published 2024
    “…Compared to the SD, the HFD and SDG models exhibited significantly increased and decreased contraction velocities and could be used as models of diarrhoea and constipation in DM, respectively, while the ED model showed comparatively little change in motility. …”
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  3. 723
    Three-dimensional topography of concrete joints.

    Three-dimensional topography of concrete joints. by Zhezhe Zhang (19704587)

    Published 2024
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  4. 724
    The relationship between residual shear strength and <i>JRC</i>, normal stress.

    The relationship between residual shear strength and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  5. 725
    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line.

    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. by Zhezhe Zhang (19704587)

    Published 2024
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  6. 726
    <i>JRC</i> values of concrete joint specimens of each group.

    <i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

    Published 2024
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  7. 727
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  8. 728
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  9. 729
    Concrete joint specimens with the same morphology.

    Concrete joint specimens with the same morphology. by Zhezhe Zhang (19704587)

    Published 2024
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  10. 730
    Test results under the UNLCSL path.

    Test results under the UNLCSL path. by Zhezhe Zhang (19704587)

    Published 2024
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  11. 731
    Unloading direct shear test results of concrete joints under three stress paths.

    Unloading direct shear test results of concrete joints under three stress paths. by Zhezhe Zhang (19704587)

    Published 2024
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  12. 732
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  13. 733
    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path.

    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. by Zhezhe Zhang (19704587)

    Published 2024
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  14. 734
    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  15. 735
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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  16. 736
    Comparison strength of the path of CNL and UNLCSL.

    Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

    Published 2024
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  17. 737
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

    Published 2024
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  18. 738
    Relationship between peak shear displacement and normal stress.

    Relationship between peak shear displacement and normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  19. 739
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

    Published 2024
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  20. 740
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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