Calculation and Improvement of Complex Mechanical Properties of the Mega Arch Dam under Multiple Loads Based on Finite Element Methods

Figure 13

Displacement time-interval curves of point 2 in directions X, Y, and Z.

(a) Displacement time-interval curve of point 2 in direction X

(b) Displacement time-interval curve of point 2 in direction Y

(c) Displacement time-interval curve of point 2 in direction Z