Raw data V-trial. by Torsten Schober (20485754)

“…In contrast to expectations, neither PD nor DVP had significant effects on the cannabinoid concentration gradient from upper to lower canopy layers. …”

Raw data D-trial. by Torsten Schober (20485754)

“…In contrast to expectations, neither PD nor DVP had significant effects on the cannabinoid concentration gradient from upper to lower canopy layers. …”

Damage characteristics of PU/WG layer. by Hao Yu (157186)

Subjects:

The schematic diagram for the preparation of specimen and test procedures. by Hao Yu (157186)

Subjects:

Surface morphology of PU/WG filled joint samples after shear tests. by Hao Yu (157186)

Subjects:

The typical shear response of low normal stress and high normal stress. by Hao Yu (157186)

Subjects:

Variations of shear strength with curing time and normal stress. by Hao Yu (157186)

Subjects:

Shear stress-shear displacement curves for different curing time. by Hao Yu (157186)

Subjects:

Time Course of the RAAS. by Ningning Wang (560944)

“…</p><p>Results</p><p>After 3 months, the BMI, HbA1c, FBG, TG, TCHO, SBP, DBP, UACR, and HOMA-IR levels were significantly decreased, while Crea and HOMA-β were significantly increased from the baseline in both groups. …”

Craniocaudal impulses of fore- and hindlimbs at three bar heights during take-off. by Leena Inkilä (20614460)

Fig 4 - by Leena Inkilä (20614460)

Fig 6 - by Teagan McMahon (20108036)

The proportional change in maximum height for the five study groups. by Teagan McMahon (20108036)

16S rRNA sequence analysis of intestinal microbiota in rats. by Ye Cheng (513097)

Descriptive characteristics of the sample. by Ronna Bañada (19233063)

“…Additionally, higher levels of ethnic identity were associated with decreased depression among the entire group. The striking results on the moderating role of ethnic identity among subgroups call for further research on the ethnic identity development of APIDA college students, to help mitigate the effects of racial discrimination within a variety of systemic, complex, and dynamic sociocultural contexts.…”

Loading mode. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Model and meshes. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Shearing forces in the tension zone. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Pile foundation section. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Shearing force in the pressure zone. by Maogang Tian (21485116)

“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”