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

Table 1

Concrete material parameters.

Material number	Material name	Density	Elastic mold	Poisson’s ratio	Standard value of dynamic axial compressive strength	Standard value of dynamic axial tensilestrength
1	Brake floor	2548.00	33.23	0.167	19.66	1.97
2	Pier	2548.00	31.20	0.167	16.22	1.62
3	Highway bridge	2548.00	31.52	0.167	16.72	1.67
4	Open and close the machine room	2548.00	31.52	0.167	16.72	1.67