Effect of <i>CrBV3-31</i> interference on the performance of <i>Cotesia ruficrus</i> offspring. by Xian Li (201841)

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>. …”

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. …”

Boxplots showing the differences in miR-21-5p and miR-16-5p levels across increasing AKI severity based on Kidney Disease: Improving Global Outcomes (KDIGO) grades. by Tamar J. van der Aart (22184206)

“…<p>Elevated miR-21-5p levels and decreased miR-16-5p levels correspond to greater AKI severity. …”

Grid division diagram. by Ming Zhang (9736)

“…Between the second and third sand-blocking fences, when the height of sand-blocking fence is 2.5m, the increase of wind speed is 13.87% lower than that of 2m height. The decrease is the largest, and sand particles are easy to deposit here in large quantities. …”

Model calculation diagram. by Ming Zhang (9736)

“…Between the second and third sand-blocking fences, when the height of sand-blocking fence is 2.5m, the increase of wind speed is 13.87% lower than that of 2m height. The decrease is the largest, and sand particles are easy to deposit here in large quantities. …”

Grid independence verification. by Ming Zhang (9736)

“…Between the second and third sand-blocking fences, when the height of sand-blocking fence is 2.5m, the increase of wind speed is 13.87% lower than that of 2m height. The decrease is the largest, and sand particles are easy to deposit here in large quantities. …”

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. …”