Results for vertical ground reaction force (VGRF). حسب Eric Yung-Sheng Su (13015474)

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Resultant hip, knee and ankle joint contact forces obtained with the different models. حسب Hans Kainz (8459514)

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Scatterplots showing the relationship between anteversion angle (AVA) and mean joint contact forces during the stance phase, and neck-shaft angle (NSA) and mean joint contact force... حسب Hans Kainz (8459514)

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Average muscle forces during the stance phase of gait obtained from agonist and antagonist muscle groups. حسب Hans Kainz (8459514)

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Free diagram of forces exerted on the control mass . حسب Amirhossein Favakeh (21417884)

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

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Scatterplots showing the relationship between the femoral geometry (AVA and NSA) and mean muscle activations during the stance phase of the gait cycle. حسب Hans Kainz (8459514)

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Fig 1 - حسب Hans Kainz (8459514)

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Scatterplots showing the relationship between the femoral geometry (AVA and NSA) and mean co-contraction indices (CCI) and mean muscle moments during the stance phase of the gait c... حسب Hans Kainz (8459514)

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Average moment arm during the stance phase of gait obtained from agonist and antagonist muscle groups. حسب Hans Kainz (8459514)

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The variation trend of |BD| value with age: With the increase of age, the |BD| values decreased significantly (p<0.01). حسب Yunmeng Da (707943)

Maximum Axial Force values of ABS Polymers at 800 and 1200 rpm. حسب Shaheer Ahmed Khan (17797647)

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Maximum Axial Force values of PC Polymers at 800 and 1200 rpm. حسب Shaheer Ahmed Khan (17797647)

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

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

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

Brain regions with significantly decreased activations for the Raven task are shown in blue. حسب Morteza Fattahi (15892028)

Force–displacement curves of M5. حسب 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. حسب 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. حسب 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. …"