部位

衰减规律

拱顶

V X max = 6.46 ( Q 3 / R ) 0.88

V Y max = 28.61 ( Q 3 / R ) 1.04

V Z max = 55.50 ( Q 3 / R ) 1.25

左拱脚

V X max = 20.00 ( Q 3 / R ) 0.98

V Y max = 17.62 ( Q 3 / R ) 1.22

V Z max = 39.24 ( Q 3 / R ) 1.19

左直立墙中部

V X max = 39.39 ( Q 3 / R ) 1.07

V Y max = 5.16 ( Q 3 / R ) 0.89

V Z max = 42.26 ( Q 3 / R ) 1.19

左墙角

V X max = 23.20 ( Q 3 / R ) 1.20

V Y max = 14.22 ( Q 3 / R ) 1.01

V Z max = 32.07 ( Q 3 / R ) 1.10

底板中部

V X max = 7.56 ( Q 3 / R ) 0.99

V Y max = 59.51 ( Q 3 / R ) 1.16

V Z max = 58.06 ( Q 3 / R ) 1.20