Research Article

Seismic Safety Design and Analysis of Hydraulic Sluice Chamber Structure Based on Finite Element Method

Table 5

Calculation and analysis table of anti-sliding stability of gate chamber structure superimposed by dynamic and static state.

Working conditionVertical load under static conditionHorizontal load under static conditionHorizontal seismic inertiaFriction coefficientAnti-skid stability factorCanonical value

Horizontal seismic inertial force upstream25197.52964.93āˆ’2863.720.354.641.10

Horizontal seismic inertial force downstream25197.52964.932863.720.352.301.10