请问这个规范规定剪重比1.1%是怎么来的？

本帖最后由 lly540682989 于 2014-8-14 13:15 编辑

如图请问这个PKPM计算书中“抗震规范(5.2.5)条要求的X向楼层最小剪重比 = 1.10%”怎么来的？该项目为6度区，周期为2.8699s，无薄弱层。
Floor Tower Fx Vx (分塔剪重比) (整层剪重比) Mx Static Fx
(kN) (kN) (kN-m) (kN)

(注意:下面分塔输出的剪重比不适合于上连多塔结构)

21 1 238.09 238.09( 6.92%) ( 6.93%) 857.13 586.05
2 88.02 88.02( 7.30%) 316.89 205.46
3 146.33 146.33( 6.94%) 526.78 359.32
4 22.54 22.54( 5.89%) 81.15 65.20
20 1 1096.55 1379.17( 3.65%) ( 3.65%) 6639.16 577.03
19 1 733.21 2073.13( 3.17%) ( 3.17%) 14592.73 492.80
18 1 612.81 2561.12( 2.76%) ( 2.76%) 24411.74 470.27
17 1 610.68 2920.67( 2.42%) ( 2.42%) 35438.73 445.53
16 1 616.66 3210.67( 2.17%) ( 2.17%) 47305.45 420.78
15 1 618.26 3453.01( 1.96%) ( 1.96%) 59796.07 396.02
14 1 643.74 3666.94( 1.80%) ( 1.80%) 72773.54 373.42
13 1 660.11 3869.59( 1.67%) ( 1.67%) 86168.15 348.52
12 1 662.04 4066.21( 1.57%) ( 1.57%) 99957.02 325.77
11 1 668.03 4254.80( 1.48%) ( 1.48%) 114138.66 300.71
10 1 693.82 4444.88( 1.41%) ( 1.41%) 128723.01 278.42
9 1 707.49 4643.19( 1.35%) ( 1.35%) 143745.75 253.11
8 1 716.39 4851.78( 1.31%) ( 1.31%) 159264.31 225.51
7 1 749.44 5084.34( 1.27%) ( 1.27%) 175350.77 204.33
6 1 736.82 5335.02( 1.24%) ( 1.24%) 192104.36 177.45
5 1 726.83 5597.97( 1.22%) ( 1.22%) 212386.39 155.89
4 1 675.44 5822.33( 1.20%) ( 1.20%) 233735.30 117.82
3 1 642.11 6018.59( 1.18%) ( 1.18%) 256122.23 88.66
2 1 528.69 6181.51( 1.14%) ( 1.14%) 282656.69 68.01
1 1 207.04 6241.55( 1.07%) ( 1.07%) 308557.00 44.25


抗震规范(5.2.5)条要求的X向楼层最小剪重比 = 1.10%

X 方向的有效质量系数: 94.76%