Lung ultrasound score according to CLUE protocol [12]. by Michaela Barnikel (6790034)

Higher p-ERK1/2 correlated with 5-FU resistance and BIKDDA could enhance the cytotoxicity of 5-FU. by Shiping Jiao (538045)

“…<p>A. Kaplan-Meier curve of disease-free survival showed the decreased disease-free survival time of high p-ERK1/2 group who received adjuvant 5-FU based chemotherapy than the low. …”

Table_1_The Frequency of V122I Transthyretin Mutation in a Cohort of African American Individuals With Bilateral Carpal Tunnel Syndrome.XLSX by Jeffrey Z. Shije (10268384)

“…Up to 47% of patients with the V122I hATTR cardiomyopathy had a history of carpal tunnel syndrome (CTS). …”

File S1 - The Ambiguous Base-Pairing and High Substrate Efficiency of T-705 (Favipiravir) Ribofuranosyl 5′-Triphosphate towards Influenza A Virus Polymerase by Zhinan Jin (432307)

“…</b> <b>Inhibition of influenza virus RNPs by a nucleoprotein binder.</b> Polyacrylamide gel electrophoresis (6%) result showing the decrease in radiolabeled viral RNA product from the enzymatic reaction in the presence of increasing concentrations of a nucleozin analog used as nucleoprotein inhibitor. …”

Table5_Using proton pump inhibitors increases the risk of hepato-biliary-pancreatic cancer. A systematic review and meta-analysis.DOCX by Wence Zhou (529504)

Image5_Unraveling the Influence of K280 Acetylation on the Conformational Features of Tau Core Fragment: A Molecular Dynamics Simulation Study.TIF by Yu Zou (547570)

Image_5_SlZRT2 Encodes a ZIP Family Zn Transporter With Dual Localization in the Ectomycorrhizal Fungus Suillus luteus.TIF by Laura Coninx (7482098)

Course of LUS. by Michaela Barnikel (6790034)

8 zones (R1-R4, L1-L4) for LUS, adapted from CLUE protocol [12]. by Michaela Barnikel (6790034)

LIR1 deficiency markedly reduces <i>L</i>. <i>amazonensis</i> virulence. by Maria Fernanda Laranjeira-Silva (843978)

35R15 miscible layer model. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Rutting factor and phase angle at 140°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Modeling assembly. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Development of stress distribution in peak stage. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Rutting factor and phase angle at 160°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Original dataset. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Molecular structure of aged asphalt binder. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Rutting factor and phase angle at 120°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Test members’ deflection curve. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Simulation results of group M and N components. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”