Primer sequences for RT q-PCR. by Lang Pan (5145221)

“…Importantly, inhibiting OGG1’s ability to recognize 8-oxoGua significantly decreases RSV progeny production. Our results underscore the viral replication machinery’s adaptation to oxidative challenges, suggesting that inhibiting OGG1’s reading function could be a novel strategy for antiviral intervention.…”

Oligo sequences for EMSA and excision assay. by Lang Pan (5145221)

“…Importantly, inhibiting OGG1’s ability to recognize 8-oxoGua significantly decreases RSV progeny production. Our results underscore the viral replication machinery’s adaptation to oxidative challenges, suggesting that inhibiting OGG1’s reading function could be a novel strategy for antiviral intervention.…”

Effect of inhibitors on the growth of <i>P. falciparum</i> and <i>P. berghei</i> blood stage parasites. by Aastha Varshney (22601181)

“…The number of ring stages significantly decreased in the CK-666-treated groups (***P = 0.0008; one-way ANOVA). …”

Biotransformation Dynamics and Products of Cyanobacterial Secondary Metabolites in Surface Waters by Xuejian Wang (532695)

“…Cyanobacteria produce toxic and bioactive secondary metabolites, posing risks to ecosystems and human health, yet their transformation pathways in surface waters remain unclear. We assessed biotransformation for 40 cyanopeptides including microcystins, anabaenopeptins and cyanopeptolins in surface waters and <i>in situ</i> enriched biofilm suspensions. …”

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. …”