The biological characteristics of the I7L protein (pI7L). by Meilin Li (1832905)

pI7L suppresses the IFN-<i>γ</i>-triggered JAK-STAT signaling pathway. by Meilin Li (1832905)

pI7L inhibits the phosphorylation of STAT1 depending on its tyrosine at position 98. by Meilin Li (1832905)

Effect of purple potato extract (<i>Solanum tuberosum L</i>.) on hepatic Trichrome positive area in HF diet-fed rats. by Ishrat Jahan (5782163)

“…Data are presented as mean±SD, where n = 3. For statistical analysis, the One-way ANOVA was performed, and the Tukey test was done as a post hoc test to compare the means of every group present in this study. …”

A particular class of CSR 22Gs are up-regulated in synMuv B mutants. by Ashwin Seetharaman (615458)

Multiomics Identified the Nutritional Improvement in LAB-Fermented Goat Milk by Liyan Ge (13017372)

“…Using multiomics, we found that FGM has reduced microbial diversity, with increased <i>Streptococcus</i> and <i>Lactobacillus</i> and decreased <i>Klebsiella</i>. …”

Area under the curve responses to breakfast, lunch and dinner during the baseline week and follow-up week. by Jennifer S. Barrett (20308363)

Oligos used in this study. by Yanfeng Li (113424)

“…However, the function of RNF213 in host defense against brain infection remains unclear. Here, we show that increased expression of <i>Rnf213</i> is significantly regulated by interferon alpha/beta receptor (IFNAR) signaling during bacterial infection and ligand stimulation. …”

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. …”

Strain-stress maps of vertical pile foundation. 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. …”

Displacement-inclination variation graph. 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. …”

Soil modeling and mechanical parameters. 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. …”

Location of monitored piles. 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. …”

Axial 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. …”

Pile-soil interaction. 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. …”

Bending moment 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. …”