<i>Wls</i> is dynamically expressed during hair follicle induction and hair cycling. by Sixia Huang (306146)

MiR-137 influences the migratory capacity of MDA-MB-231 cells partly through ERRα-WNT11 signaling pathway. by Yuanyin Zhao (157862)

“…B. re-expression of ERRα (without 3′-UTR) in MDA-MB-231 cells reversed the decrease of WNT11 expression induced by miR-137. MDA-MB-231 cells were co-transfected with indicated RNA oligonucleotides (50 nM) and plasmids (1 µg). 48 hr after transfection, protein and mRNA levels of WNT11 and ERRα were assayed using western bolt and qRT-PCR respectively. …”

Strain-Dependent Effect of Macroautophagy on Abnormally Folded Prion Protein Degradation in Infected Neuronal Cells by Daisuke Ishibashi (754164)

HIV/AIDS case definition criteria and association between sociodemographic and clinical aspects of the disease reported in the State of Minas Gerais from 2007 to 2016 by Sybelle de Souza Castro (5668175)

“…By contrast, a consequent decrease was observed in the number of criteria used for defining cases, which were adapted from the Centers for Disease Control and Prevention, Rio de Janeiro/Caracas, and for identifying AIDS-related deaths. …”

Data_Sheet_1_Current Perspectives on Achieving Pronounced Enteric Methane Mitigation From Ruminant Production.docx by Emilio M. Ungerfeld (5414681)

“…<p>Limiting global warming to 1.5°C above pre-industrial levels by 2050 requires achieving net zero emissions of greenhouse gases by 2050 and a strong decrease in methane (CH₄) emissions. …”

Force–displacement curves of M5. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Design parameters of the model. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Force–displacement curves of M3. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Force–displacement curves of M4. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Summary of failure modes for all models. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Force–displacement curves of M1. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Force–displacement curves of M2. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”

Bioturbation by mammals and fire interact to alter ecosystem-level nutrient dynamics in longleaf pine forests by Kenneth L. Clark (614443)

siRNAs targeting IDH1. by Xi Chen (35903)

“…Two good siRNAs (-G-) and three bad siRNAs (-B-) are designed to target the IDH1 gene; all of them decrease the target gene expression by about 50%. (B–E) The relative expression levels of off-target genes predicted by Picky. …”

SIRT1 regulates the maintenance of the dendritic tree. by Juan F. Codocedo (304388)

“…Neurons were fixed at 14 DIV and immunostained against Tau protein. (<b>A</b>) Representative images of Tau immunodetection in trasfected GFP positive neurons. …”

Laccase-catalyzed iodination of different mono-methoxy-substituted phenolic compounds (structures: see Figure 2). by Julian Ihssen (417694)

“…a<p>Reaction conditions: 4 mM educt, 50 mM potassium iodide, 100 µM ABTS and 0.25 mg mL⁻¹<i>T. versicolor</i> laccase, % conversion was calculated as the relative decrease in educt peak area compared to enzyme-free control reactions.…”

Assessment of vascular density with CD31 labeling. by Deepa Sharma (278210)

“…Scale bar: 50 μm. (B) Quantification of vascularity from whole tumour sections measured from high magnification microscopy indicates a decrease in vascularity with combined treatment (570 kPa, 40 min) when compared with heat alone 0 kPa, 40 min (n = 3–5). …”

Single-leg stance center of pressure velocity. by Evangelia-Regkina Symeonidou (16378663)

“…<p>Mean mediolateral and anterior-posterior center of pressure (CoP) velocity during the single-leg stance task. Both groups showed a decrease in CoP velocity in the medio-lateral and anterior-posterior direction. …”

Effect of miR155 on the expression of target genes. by Cui Lei (110562)

“…Treating miR155-overexpressing cells with EGF resulted in a further decrease of SMAD2. No significant changes in TCF4 or CMYC mRNA were observed between EGF-treated and miR155 mimic-transfected cells. …”

Normal occlusion in maturational life process by Daniela GARIB (12682165)

“…Objective: In this article, the occlusal and facial aging changes occurred during almost 50 years of follow-up are described. A normal occlusion sample from Bauru Dental School, University of São Paulo, Brazil, was evaluated at 13 (T1), 17 (T2) and 60 (T3) years of age. …”