大家帮我看看这个应该怎么调整，
短肢剪力墙的地震倾覆力矩百分比大于50%
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规定水平力框架柱及短肢墙地震倾覆力矩百分比(抗规)
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层号 塔号 框架柱 短肢墙

21 1 X 8.53% 42.07%
Y 9.52% 39.02%
20 1 X 3.15% 66.91%
Y 3.61% 53.61%
19 1 X 1.73% 66.04%
Y 2.00% 50.07%
18 1 X 1.13% 64.11%
Y 1.31% 46.89%
17 1 X 0.81% 62.37%
Y 0.95% 44.43%
16 1 X 0.62% 61.09%
Y 0.73% 42.68%
15 1 X 0.50% 60.10%
Y 0.59% 41.32%
14 1 X 0.41% 59.26%
Y 0.49% 40.20%
13 1 X 0.34% 58.53%
Y 0.42% 39.27%
12 1 X 0.29% 57.87%
Y 0.36% 38.43%
11 1 X 0.26% 57.26%
Y 0.32% 37.63%
10 1 X 0.22% 56.68%
Y 0.28% 36.86%
9 1 X 0.20% 56.10%
Y 0.25% 36.07%
8 1 X 0.18% 55.49%
Y 0.23% 35.24%
7 1 X 0.16% 54.84%
Y 0.21% 34.37%
6 1 X 0.15% 54.08%
Y 0.19% 33.43%
5 1 X 0.13% 53.17%
Y 0.17% 32.43%
4 1 X 0.12% 52.09%
Y 0.16% 31.36%
3 1 X 0.11% 50.82%
Y 0.14% 30.33%
2 1 X 1.47% 48.96%
Y 1.09% 31.09%
1 1 X 1.69% 42.36%
Y 1.19% 23.85%