Original study data. by Junyin Pan (20700411)

“…The results showed that dietary anthocyanins significantly improved various lipid and glycemic markers:</p><p>HDL-C: increased by 0.05 mmol/L (95% CI: 0.01 to 0.10, p = 0.026), LDL-C: decreased by 0.18 mmol/L (95% CI: -0.28 to -0.08, p = 0.000), Triglycerides (TGs): reduced by 0.11 mmol/L (95% CI: -0.20 to -0.02, p = 0.021), Total cholesterol (TC): lowered by 0.34 mmol/L (95% CI: -0.49 to -0.18, p = 0.000), Fasting blood glucose (FBG): reduced by 0.29 mmol/L (95% CI: -0.46 to -0.12, p = 0.001), Glycated hemoglobin (HbA1c): decreased by 0.43% (95% CI: -0.74 to -0.13, p = 0.005). …”

S2 File - by Junyin Pan (20700411)

“…The results showed that dietary anthocyanins significantly improved various lipid and glycemic markers:</p><p>HDL-C: increased by 0.05 mmol/L (95% CI: 0.01 to 0.10, p = 0.026), LDL-C: decreased by 0.18 mmol/L (95% CI: -0.28 to -0.08, p = 0.000), Triglycerides (TGs): reduced by 0.11 mmol/L (95% CI: -0.20 to -0.02, p = 0.021), Total cholesterol (TC): lowered by 0.34 mmol/L (95% CI: -0.49 to -0.18, p = 0.000), Fasting blood glucose (FBG): reduced by 0.29 mmol/L (95% CI: -0.46 to -0.12, p = 0.001), Glycated hemoglobin (HbA1c): decreased by 0.43% (95% CI: -0.74 to -0.13, p = 0.005). …”

Four sets of BMPs are located in the conceptual watershed. by Runzhe Geng (5664928)

Loop in the IB domain drives ParM monomer opening. by Natalie Ng (6560246)

“…Two simulations (ParM-ATP-2,3) consistently exhibited opening angles of ~102° after 50 ns and maintained that value, whereas in the other simulation (ParM-ATP-1), the opening angle increased beyond 105° after 100 ns and then eventually decreased to ~103° in the last 20 ns of the 200-ns simulation (<a href="http://www.ploscompbiol.org/article/info:doi/10.1371/journal.pcbi.1006683#pcbi.1006683.s004" target="_blank">S4A Fig</a>). …”

Effects of Lisosan G (LG) and LJ lysate (LJ) on viability of EPCs in absence (panel A) or presence of oxidative stress induced by H₂O₂ (panel B). by Daniela Lucchesi (646510)

Effects of Lisosan G (LG) and LJ lysate (LJ) on EPCs senescence in absence (panel A) or presence of oxidative stress induced by H₂O₂ (panel B). by Daniela Lucchesi (646510)

Effects of Lisosan G (LG) and LJ lysate (LJ) on EPCs adhesion in absence (panel A) or presence of oxidative stress induced by H₂O₂ (panel B). by Daniela Lucchesi (646510)

Blood-based indicators of metabolic syndrome and measures of spread in bottlenose dolphins during a 24-week feeding study, including A) triglycerides, glucose, and insulin (for ins... by Stephanie K. Venn-Watson (774138)

DataSheet1_Weather Extremes Led to Large Variability in O3 Pollution and Associated Premature Deaths in East of China.docx by Yu Wan (172089)

“…The compound hot and dry air extremes had a larger impact, and the associated MDA8 O₃ could be up to 165.5 μg m⁻³. …”

Fig 8 - by Abdolhossein Boali (19996390)

Fig 5 - by Abdolhossein Boali (19996390)

Proline catabolism is required for invasive growth. by Fitz Gerald S. Silao (9384713)

The maps illustrating wind erosion in northeastern Iran for 2008 and 2023, generated using various models from the SDM package. by Abdolhossein Boali (19996390)

Inactivation of <i>aer</i> or <i>tsr</i> decreases numbers of <i>S.</i> Typhimurium in close proximity to the inflamed mucosal surface. by Fabian Rivera-Chávez (403940)

Loading rate—Failure stress relation diagram. by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”

Specimen preparation proced. by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”

Water content—Failure stress relation diagram. by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”

The molar envelope. by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”

Influence of water content on accumulated strain. by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”

S1 Table - by Dongwei Li (1538815)

“…The final cumulative strain remains below 1%. 2) The failure stress of subgrade soil decreases exponentially with an increase in freeze-thaw cycles, dropping from 224.52 kPa to 196.76 kPa. 3) An increase in water content linearly decreases the failure stress of subgrade soil, ranging from 377.1 kPa to 151.5 kPa. 4) Confining pressure exhibits a linearly increasing relationship with the failure stress of subgrade soil, ranging from 151.6 kPa to 274.5 kPa. 5) The failure stress of subgrade soil demonstrates a linear increase with the loading rate, ranging from 200.46 kPa to 210.62 kPa. …”