Experimental design. by Amy J. Schuh (8520354)

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Pre- and post-study virus-specific IgG responses for bats in the SOSV-MARV and KASV-MARV experimental cohorts. by Amy J. Schuh (8520354)

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SOSV loads in specimens obtained from bats in the SOSV-MARV experimental cohort. by Amy J. Schuh (8520354)

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KASV loads in specimens obtained from bats in the KASV-MARV experimental cohort. by Amy J. Schuh (8520354)

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Data used to generate Figs 2–7 and S1 Fig. by Amy J. Schuh (8520354)

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MARV shedding dynamics in bats from the SOSV-MARV experimental cohort. by Amy J. Schuh (8520354)

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Loading mode. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Decomposition analysis of the changes in AA deaths attributed to hypertension across diverse SDI regions from 1990 to 2021. by Guanghui Yu (423945)

Model and meshes. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Shearing forces in the tension zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Pile foundation section. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Shearing force in the pressure zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Strain-stress maps of vertical pile foundation. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Displacement-inclination variation graph. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Soil modeling and mechanical parameters. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Location of monitored piles. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Axial force in the pressure zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Pile-soil interaction. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Bending moment in the tension zone. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”

Sketch of forces on vertical and inclined piles. by Maogang Tian (21485116)

“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”