Mean participant contralateral and ipsilateral knee extensor (KE) force for each contraction of the fatigue protocol. by Ryan B. Savoury (14341520)

Subjects:

Conditions that indicate the driving forces of vegetation dynamics. by Qiang Li (8118)

Subjects:

Mean participant absolute contralateral and ipsilateral knee extensor force following anodal transcranial direct current stimulation (a-tDCS) or sham tDCS (s-tDCS). by Ryan B. Savoury (14341520)

Subjects:

Participant contralateral and ipsilateral knee extensor force fatigue index following anodal transcranial direct current stimulation (a-tDCS) or sham tDCS (s-tDCS). by Ryan B. Savoury (14341520)

Subjects:

Experimental design. by Ryan B. Savoury (14341520)

Subjects:

Significant main effect of housing type. by Grace Hecker (18813445)

Significant interactions and main effects of day. by Grace Hecker (18813445)

Behaviors with a significant main effect or interaction. by Grace Hecker (18813445)

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. …”

Hyperplasia of the suboccipital muscles significantly increased intracranial pressure. by Chan Li (433717)

Subjects:

Significant main effect of age showing decreased gray matter volume in nearly the entire cortical brain and subcortical cortex. by Zhiliang Long (306092)

Agonist and antagonist muscle moments obtained from models with different femoral geometry. by Hans Kainz (8459514)

Subjects:

Relationship curve between average contact force of crushed rock and overburden stress <i>σ</i>_z. by Xuan Qin (484524)

Subjects:

Average contact force variation curves of crushed rock under different overburden stresses <i>σ</i>_z. by Xuan Qin (484524)

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BLyS^-/- significantly decreased IgM and IgG secreting cells. by Natalie M. Bath (6316517)

Subjects:

Dex significantly increased inotropy in Langendorff-perfused rat hearts. by Michael Wester (7359473)