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