<i>Kpna1</i> KO mice show decreased anxiety-like behavior in the elevated plus maze. by Koki Sakurai (11690201)

Subjects:

(A) Immobility time, (B) Frozen events for forced swim test. by Hammad Ismail (4227988)

Data_Sheet_1_Microclimatic Warming Leads to a Decrease in Species and Growth Form Diversity: Insights From a Tropical Alpine Grassland.PDF by Sisimac A. Duchicela (11503918)

“…The increase of tussocks led to a significant decrease in species diversity and evenness inside OTCs, but not in species richness after accounting by sampling time. …”

Significant variables in decreasing importance for varietal clustering based on Random forest method. by Wilfried Chevalier (10521466)

Spleen PAX5 significantly decreased in APRIL/BLyS blockade treated mice. by Natalie M. Bath (6316517)

Arctigenin decreased proliferation in colorectal cancer cells with no significant effect on normal cells. by Xiang-Fan Chen (13932983)

Cabozantinib significantly decreases tumor volume and prolongs survival in SCNPC PDX models. by Mark P. Labrecque (10011469)

Tissue, days post-infection (dpi) and the top 10 most significant genes with increased and decreased expression with valid gene symbols for the response contrasts. by Gillian P. McHugo (8965919)

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. …”

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. …”

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. …”

Distributions of Passenger Patience for the Period 1: (a) Histogram of Taxi Wait Times and PDF of Patience for 1^st Forced Stops in Zone 1; (b) CDFs of Taxi Wait Times an... by Fangyi Yang (18867853)

Subjects:

DNase I overexpression reduced <i>A3A</i> upregulation upon MeV infection. by Pierre Khalfi (7868252)

Subjects:

Outcome measures on step 5. by Timmion K. Skervin (11432568)

Deletion of <i>Trgal11</i> resulted in a significant decrease in the transcription of cellobiohydrolase and endoglucanase but not β-glucosidase genes. by Fanglin Zheng (4844064)

IRI group exhibited a significantly greater decrease in proportion of gambles accepted compared to the IRI group in the second block. by Yasuhiro Mochizuki (3308349)

<i>Kpna1</i> KO mice show increased depression-like behavior in the forced swim test. by Koki Sakurai (11690201)

Subjects:

The mean moving angle of a shaking codend at each flow velocity and linear regression summary tested in a flume tank. by Vang Y. Nguyen (14492737)

Subjects: