Standardized** prevalence of depression (HADS-D>=8) with 95% CI by sex and year, age 70 + . by Maria Lage Barca (4515385)

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Histogram of the area factorψ. by Hong Zhang (25820)

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Standardized prevalence of depression (HADS-D>=8 with 95% CI) by sex, time, and age group. by Maria Lage Barca (4515385)

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Statistical results for <i>I</i>_s, Δ<i>D</i>, and <i>α</i> after outlier removal. by Hong Zhang (25820)

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Point load strength apparatus: (a) before modification; (b) after modification. by Hong Zhang (25820)

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Schematic of calculation for the point load strength. by Hong Zhang (25820)

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Relationship between <i>D</i> on <i>I</i>_s at different weathering levels (R²: 0.82, 0.89, 0.93 for highly, moderately, and slightly). by Hong Zhang (25820)

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Statistical parameters from three calculation methods. by Hong Zhang (25820)

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Standardized prevalence* of depression (HADS-D>=8) with 95% CI by sex, age, and self-reported loneliness. by Maria Lage Barca (4515385)

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Histograms of <i>I</i>_s and Δ<i>D.</i> by Hong Zhang (25820)

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Projections of total number of 70 + yr olds with depression (HADS-D>=8) in Norway for years 2025, 2030, 2035, 2040, 2045, 2050, and 2100. by Maria Lage Barca (4515385)

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Dimensions and test results for compressive and tensile strength specimens. by Hong Zhang (25820)

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Relationship between <i>I</i>_s and <i>β</i> at different weathering levels (R²: 0.88, 0.83, 0.91 for highly, moderately, and slightly). by Hong Zhang (25820)

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Sample characteristics among older adults with and without depression (HADS-D>=8) in HUNT2-4. N = 26,512. The HUNT Study, Norway. by Maria Lage Barca (4515385)

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Raw dataset Fig. 6. by Hong Zhang (25820)

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a-d. Difference in (a) probing depth; (b) clinical attachment level; (c) bleeding on probing, and (d) plaque index values between baseline and six months after treatment using syst... by Iva Milinkovic (22331710)

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IDA flowchart. by Jun Zhao (59250)

“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”

Ablation test results of QIMPN-PCA-DC model. by Jun Zhao (59250)

“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”

QIMPN framework diagram. by Jun Zhao (59250)

“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”

Multiple indicator test results. by Jun Zhao (59250)

“…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”