Robust chain-length specific reductions in intermediate chain phospholipids in peroxisomal mutant larvae. by Michael F. Wangler (21526595)

“…<p>A. Total levels in mol% of PC 28:1 and PC 28:0 Phosphatidylcholine (PC) in <i>pex2</i> and <i>pex16</i> larvae shows dramatic and significant decreases in intermediate chain phospholipids. …”

The clinical characteristic of patients. by Hai-bo Ai (20790405)

“…When the rate was between 18% and 59%, medical costs decreased as the rate increased, and when the rate was < 18% or ≥  59%, medical costs did not decrease as the rate increased.…”

The results of threshold effect analysis. by Hai-bo Ai (20790405)

“…When the rate was between 18% and 59%, medical costs decreased as the rate increased, and when the rate was < 18% or ≥  59%, medical costs did not decrease as the rate increased.…”

The forest plot of subgroup analysis. by Hai-bo Ai (20790405)

“…When the rate was between 18% and 59%, medical costs decreased as the rate increased, and when the rate was < 18% or ≥  59%, medical costs did not decrease as the rate increased.…”

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

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. …”

Characteristics of the participants. by Kensaku Sasayama (741571)

“…Overall physical activity levels decreased at follow-up compared to baseline. …”

F05 demonstrates additive anti-tumor effects in combination with mAb therapy and reprograms M2 macrophages towards a phagocytotic phenotype. by Keifer G. Kurtz (21416918)

“…CD163 MFI is significantly decreased with F05 treatment (p = 0.0089, 55% decrease), but not 1H9 (p = 0.0828, 31% decrease) when compared to RITUX.…”

Data analysed during this study. by Jakkrit Juhong (20968015)

“…In contrast, beta diversity analysis, assessed through Bray-Curtis dissimilarity, revealed significant differences in microbial composition between pre- and post-treatment samples. …”

Blood test data. by Yasuaki Mushiga (21485741)

“…</p><p>Conclusions</p><p>Macular retinal volumes may decrease owing to DM and elevated serum lipid levels. …”

Characteristic of the eyes. by Yasuaki Mushiga (21485741)

“…</p><p>Conclusions</p><p>Macular retinal volumes may decrease owing to DM and elevated serum lipid levels. …”

Raw data of the participants. by Yasuaki Mushiga (21485741)

“…</p><p>Conclusions</p><p>Macular retinal volumes may decrease owing to DM and elevated serum lipid levels. …”