[A] Illustrates blood-glucose levels measured during the intraperitoneal glucose tolerance test (IPGTT) conducted at the conclusion of the experiment. by Mohamed Lotfy (18599184)

Gene expression fold-change values obtained from qPCR analysis. by Mohamed Lotfy (18599184)

NPF-NPFR pathway in LNd-LPN feedback circuit fine-tune cooling induced locomotion increase. by Xin Yuan (174619)

“…(C, D) Optogenetic activation of LNds using CsChrimson (<i>DvPdf-Gal4>Uas-CsChrimson</i>, red line) decreases sleep and this decrease effect was enhanced by NPF RNAi (<i>DvPdf-Gal4>Uas-CsChrimson; Uas-NPF RNAi</i>; green line). …”

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. …”

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

“…Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. Case studies showed that CoVPF delivered more accurate and timely forecasts for lineage expansions and inflections such as EG.5.1 and XBB.1.5. …”

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. …”

[A] Immunofluorescence double-labeling images illustrate insulin-immunoreactive cells (green) and glucagon-positive cells (red) in the islets of the control (C), untreated diabetic... by Mohamed Lotfy (18599184)

“…Notably, insulin- and glucagon-positive cell counts significantly increased after C. lancifolius and crocin treatment. …”

Plasma d-ROM assessment. by Yoshiaki Inuzuka (22386349)

Mean horizontal plane position error across speed bins. by Davide Petrella (22049549)

Principal component analysis of soil parameters. by Wasihun Mengiste (22470304)

“…P, TN, CEC, OM, extractable micronutrients like Fe, Mn, Cu, and Zn decreased with increasing soil depth, while the clay content, BD, pH, and exchangeable bases like Ca, Mg, Na, and K were increased with increasing soil depth. …”

MiR-320b directly targets FOXM1 in AC16 human cardiomyocyte. by Wan-yu Wang (22320020)

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

“…Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. Case studies showed that CoVPF delivered more accurate and timely forecasts for lineage expansions and inflections such as EG.5.1 and XBB.1.5. …”

LSTM model. by Longfei Gao (698900)

“…According to the experimental results, when the grinding depth increases to 21 μm, the average training loss of the model further decreases to 0.03622, and the surface roughness Ra value significantly decreases to 0.1624 μm. …”