这是我pkpm,周期振型地震力的文本输出,设计的是7层框架结构宿舍楼,同学说振型号3的扭转系数除以振型1要大于90,至少振型三号的要大于0.9,我不知道要怎么修改,求指导振型号周期转角平
这是我pkpm,周期振型地震力的文本输出,设计的是7层框架结构宿舍楼,
同学说振型号3的扭转系数除以振型1要大于90,至少振型三号的要大于0.9,我不知道要怎么修改,求指导
振型号周期转角平动系数(X+Y)扭转系数
11.467567.100.54(0.08+0.45)0.46
21.4462111.190.63(0.08+0.55)0.37
31.29171.350.84(0.84+0.00)0.16
40.463859.650.50(0.13+0.37)0.50
50.4576110.960.72(0.09+0.63)0.28
60.41441.860.78(0.78+0.00)0.22
70.258641.990.40(0.22+0.18)0.60
80.2544105.970.89(0.07+0.82)0.11
90.23453.030.71(0.71+0.00)0.29
100.173132.270.41(0.30+0.11)0.59
110.1699104.590.94(0.06+0.88)0.06
120.15884.310.64(0.64+0.00)0.36
130.1360106.320.04(0.00+0.03)0.96
140.128525.960.44(0.37+0.07)0.56
150.1256100.560.97(0.05+0.92)0.03
160.11909.000.57(0.57+0.01)0.43
170.1166165.120.00(0.00+0.00)1.00
180.116531.260.00(0.00+0.00)1.00
190.114689.550.12(0.00+0.12)0.88
200.114596.400.01(0.00+0.01)0.99
210.112189.410.10(0.00+0.09)0.90
220.112091.980.09(0.00+0.09)0.91
230.10388.750.49(0.45+0.04)0.51
240.1008101.080.99(0.05+0.94)0.01
250.09666.080.51(0.50+0.01)0.49
260.09148.600.51(0.48+0.03)0.49
270.0884106.100.99(0.05+0.95)0.01