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significantly increased » significant increase (Expand Search)
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Showing 921 - 940 results of 14,881 for search '(( significantly increased decrease ) OR ( significant ((we decrease) OR (teer decrease)) ))*', query time: 0.56s Refine Results
  1. 921
    Prevalence of the common NCD risk factors by Urbanicity.

    Prevalence of the common NCD risk factors by Urbanicity. by Ronald Kusolo (13200268)

    Published 2025
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  2. 922
    Metabolome data of the discovery cohort.

    Metabolome data of the discovery cohort. by Feng Gao (3548)

    Published 2025
    “…The results showed that compared with HC, five metabolites, including DL-stachydrine, D-(+)-pipecolinic acid, furazolidone, L-arginine and 5α-dihydrotestosterone glucuronide were significantly elevated and one metabolite, prenylcysteine, was significantly decreased in the serum of OC, and that the increase in L-arginine and the decrease in prenylcysteine led to impaired urea cycling and a high risk of developing atherosclerosis, respectively. …”
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  3. 923
    Three-dimensional topography of concrete joints.

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

    Published 2024
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  4. 924
    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. 925
    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. 926
    <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. 927
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  8. 928
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  9. 929
    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. 930
    Test results under the UNLCSL path.

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

    Published 2024
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  11. 931
    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. 932
    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. 933
    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. 934
    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. 935
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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  16. 936
    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. 937
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

    Published 2024
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  18. 938
    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. 939
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

    Published 2024
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  20. 940
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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