本工程为10层住宅,6度设防,在SATWE计算中,检查短肢剪力墙所占底部倾覆力矩的百分比是出现下列的问题.
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框架柱及短肢墙地震倾覆弯矩百分比
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柱及短肢墙倾覆弯矩 墙倾覆弯矩 柱及短肢墙倾覆弯矩百分比

10层 X向地震: NaN NaN NaN %
10层 Y向地震: Infinity Infinity NaN %
9层 X向地震: NaN NaN NaN %
9层 Y向地震: Infinity Infinity NaN %
8层 X向地震: NaN NaN NaN %
8层 Y向地震: Infinity Infinity NaN %
7层 X向地震: NaN NaN NaN %
7层 Y向地震: Infinity Infinity NaN %
6层 X向地震: NaN NaN NaN %
6层 Y向地震: Infinity Infinity NaN %
5层 X向地震: NaN NaN NaN %
5层 Y向地震: Infinity Infinity NaN %
4层 X向地震: NaN NaN NaN %
4层 Y向地震: Infinity Infinity NaN %
3层 X向地震: NaN NaN NaN %
3层 Y向地震: Infinity Infinity NaN %
2层 X向地震: NaN NaN NaN %
2层 Y向地震: Infinity Infinity NaN %
1层 X向地震: NaN NaN NaN %
1层 Y向地震: Infinity Infinity NaN %

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框架柱地震剪力百分比
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层号 塔号 柱剪力 墙剪力 柱剪力百分比

1 1 X 0.0 634.6 0.00%
Y 0.0 769.7 0.00%
2 1 X 0.0 521.2 0.00%
Y 0.0 747.9 0.00%
3 1 X 0.0 465.8 0.00%
Y 0.0 715.9 0.00%
4 1 X 0.0 421.3 0.00%
Y 0.0 671.7 0.00%
5 1 X 0.0 378.4 0.00%
Y 0.0 617.7 0.00%
6 1 X 0.0 333.1 0.00%
Y 0.0 555.2 0.00%
7 1 X 0.0 283.0 0.00%
Y 0.0 483.2 0.00%
8 1 X 0.0 225.3 0.00%
Y 0.0 397.6 0.00%
9 1 X 0.0 158.6 0.00%
Y 0.0 291.8 0.00%
10 1 X 0.0 93.6 0.00%
Y 0.0 Infinity 0.00%

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0.2Q0 调整系数
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0.2Qox = 136.56 1.5Vxmax = 0.00
0.2Qoy = 154.18 1.5Vymax = 0.00

Floor Coef_x Coef_y Vcx Vcy

1 1.000 1.000 0.000 0.000
2 1.000 1.000 0.000 0.000
3 1.000 1.000 0.000 0.000
4 1.000 1.000 0.000 0.000
5 1.000 1.000 0.000 0.000
6 1.000 1.000 0.000 0.000
7 1.000 1.000 0.000 0.000
8 1.000 1.000 0.000 0.000
9 1.000 1.000 0.000 0.000
10 1.000 1.000 0.000 0.000