Statistical analysis of the AUC measurement. by Esra Ayan (21156015)

“…The mean AUC decreased in both samples.</p> <p>(TIF)</p>…”

Characterization of <i>S. japonicus pab</i>2Δ. by Ziyue Liu (381532)

“…Data are presented as mean ± SD from three independent experiments. Statistical significance was determined using a two-tailed unpaired <i>t</i>-test (*<i>p</i> < 0.05, **<i>p</i> < 0.01, and ***<i>p</i> < 0.005; N.S.: not significant). …”

Baseline measures of participants. by Philippa Charlotte Rose Wheble (21578605)

“…<div><p>Music Performance Anxiety, a subset of social anxiety disorder (SAD), can significantly impede the lives of professional voice users (PVUs). …”

Demographic characteristics of participants. by Philippa Charlotte Rose Wheble (21578605)

“…<div><p>Music Performance Anxiety, a subset of social anxiety disorder (SAD), can significantly impede the lives of professional voice users (PVUs). …”

RBM39 methylation by PRMT6 increases RBM39 stability by inhibiting its ubiquitination. by Tongjia Zhang (16496661)

Barnes maze testing in animals on post-injury day 1. by Ghaith A. Bahader (21387572)

“…(A) Briefly, animals received acclimation and then four days of acquisition with expected decreasing mean times to escape. (B) On post-injury day 1, animals received a probe test, and escape latencies for each group are shown. …”

Rank of mutation fitness. by Zhong-yi Lei (22552944)

“…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …”

Key modeling details for CoVPF and controls. by Zhong-yi Lei (22552944)

“…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …”

Isolation and characterization of the <i>clr4–1</i> mutant strain. by Ziyue Liu (381532)

“…Data are presented as mean ± SD from three independent experiments. Statistical significance was determined using a one-way ANOVA followed by Dunnett’s multiple comparison test, with WT as the reference sample (*<i>p</i> < 0.05 and **<i>p</i> < 0.01; N.S.: not significant).…”

Schematic diagram of monitoring points and units. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

The analysis procedure. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Model monitoring points and units coordinates. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Soil mechanical parameters. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Parameters of the contact surface. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

The schematic diagram of free-field boundary. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Residual deformation parameters of soil. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Soil fluid and liquefaction parameters. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

PL-Finn model development procedure diagram. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

The six most abundant miRNAs within AdMSC-EVs. by Xiaoqin Li (1399105)

“…We next demonstrated that AdMSC-EVs accelerated the migration of LECs in a scratch assay, whereas the proliferation of LECs was decreased by AdMSC-EVs in the cell proliferation assay. …”

Disruption of OGG1-RNA interaction reduces RSV progeny production. by Lang Pan (5145221)

“…Statistical analysis was conducted using an unpaired Student’s <i>t</i> test, with results shown as means ± SD. Significance levels are indicated as **<i>p</i> < 0.01, ***<i>p</i> < 0.001.…”