miR-122 targets RBM47 via interacting with its 3’UTR. حسب Lijun Mao (561880)

Threading Behavior and Dynamics of Ring-Linear Polymer Blends under Poiseuille Flow حسب Deyin Wang (6028850)

"…However, as rings are semiflexible (<i>K</i>_br > 0), the threading probability significantly decreases and then significantly increases as the flow field strength increases. …"

S1_raw_images. حسب Lijun Mao (561880)

"…In this study, we demonstrated that miR-122 significantly enhanced the activities of the TGF-β pathway reporter, the levels of phosphorylation of Smad2 and Smad3, and the expression of mesenchymal markers (N-cadherin and vimentin) in HCC cells. …"

Raw data for graphs. حسب Lijun Mao (561880)

"…In this study, we demonstrated that miR-122 significantly enhanced the activities of the TGF-β pathway reporter, the levels of phosphorylation of Smad2 and Smad3, and the expression of mesenchymal markers (N-cadherin and vimentin) in HCC cells. …"

The predicted AREs in the 3’UTR of ITGAV mRNA. حسب Lijun Mao (561880)

"…In this study, we demonstrated that miR-122 significantly enhanced the activities of the TGF-β pathway reporter, the levels of phosphorylation of Smad2 and Smad3, and the expression of mesenchymal markers (N-cadherin and vimentin) in HCC cells. …"

Effect of alcohol on bone resorption and bone formation in female and male rats. حسب Ming Cheng (494553)

"…(<b>E</b>) The levels of OPG decreased after long-term alcohol consumption, indicating enhanced bone resorption. …"

<b>Enhanced plant diversity reduces nitrous oxide emissions in forest soils</b><b> worldwide</b> حسب Hanling Zuo (19163980)

Schematic diagram of monitoring points and units. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. …"

Comparison of probe capture with varying protocol modifications. حسب Amy Longtin (21409957)

Comparison of percent off-target reads with varying protocol modifications. حسب Amy Longtin (21409957)

3‑Furoic Acid from Sea-Derived Aspergillus luchuensis Hy‑6 as a Valuable Lead Compound against Plant-Parasitic Nematodes in Cucumber حسب Linsong Wang (6447482)

"…Metabolomic analyses indicated that the functional abnormalities in lipid metabolism may represent a critical molecular mechanism underlying severe metabolic dysfunction. Importantly, a significant enhancement in control efficacy was achieved through a simple structural modification, particularly with pent-4-en-1-yl furan-3-carboxylate (A1), which was superior to that of 3-furoic acid. …"

PEDro scores of included studies. حسب Flor Isela Torres-Rojo (22097369)

"…The effect of vigorous interventions showed an increase in antioxidants (Z=2.44, I²=67%, p=0.01) and a decrease in oxidants (Z=5.44, I²=0%, p<0.00001), while in non-vigorous exercise, no significant differences were observed in redox status.…"