The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model

Table 3

Maximum principal tensile stress value and its stress component of downstream of the dam under no-slip condition (MPa).

s1	sx	sy	sz	syz	sxz	sxy
3.35	0.35	−0.01	−0.34	−1.09	3.16	−0.02