54321
βz
1.01.01.01.01.0
μs
1.31.31.31.31.3
z(m)
20.616.712.88.95.0
μz
1.261.181.081.001.00
ωo
0.450.450.450.450.45
框架柱侧移刚
层次54321
线刚度
边梁31.631.631.631.631.6
边柱18.518.518.518.514.4
中梁11.911.911.911.911.9
中柱13.313.313.313.310.4
层高H3.93.93.93.95.0
柱剪力分配表层次54321
层剪力10.1524.6537.9350.2563.52
边柱D值6.726.726.726.724.44
中柱D值6.516.516.516.513.78
∑D26.4726.4726.4726.4716.44
每根边柱剪力
2.586.269.6312.7617.15
各层柱反弯点计算表层次
n=5k=1.708a1=1a3=1y=0.385n=5k=1.708a1=1a2=1a3=1y=0.435
边柱
j=5y0=0.385y1=0y3=0j=4y0=0.435y1=0y2=0y3=0
n=5k=3.271a1=1a3=1y=0.45n=5k=3.271a1=1a2=1a3=1y=0.464
中柱
j=5y0=0.45y1=0y3=0j=4y0=0.464y1=0y2=0y3=0
5
4
3
n=5k=1.708a1=1a2=1a3=1y=0.485n=5k=1.708a1=1a2=1a3=1y=0.5n=5k=2.194a1=1a2=1y=0.55
j=3y0=0.485y1=0y2=0y3=0j=2y0=0.5y1=0y2=0y3=0j=1y0=0.55y1=0y2=0
n=5k=3.271a1=1a2=1a3=1y=0.5n=5k=3.271a1=1a2=1a3=1y=0.5n=5k=4.183a1=1a2=1y=0.55
j=3y0=0.5y1=0y2=0y3=0j=2y0=0.5y1=0y2=0y3=0j=1y0=0.55y1=0y2=0
2
1
层次边柱中柱52.582.5046.266.0639.639.33212.7612.36117.1514.60
柱端弯矩
层次54321
每根边柱剪力
每根中柱剪力
2.586.269.6312.7617.152.506.069.3312.3614.60
层高3.93.93.93.95.0
边柱y中柱y
0.3850.4350.4850.5000.5500.4500.4640.5000.5000.550
梁端弯矩、剪力，柱轴力计算
层次54321
边梁
Mbl6.1917.6729.9643.1063.47
Mbr3.9012.3921.1830.7341.37
Vb
Mbr
中梁Mbl1.474.677.9811.5715.58
1.243.716.319.1112.941.474.677.9811.5715.58
层次54321
线刚度
边梁31.631.631.631.631.6
边柱18.518.518.518.514.4
中梁11.911.911.911.911.9
中柱13.313.313.313.310.4
A
13.7721.0621.0621.0622.68
Pw
10.1514.5013.2812.3213.27
框架柱侧移刚度D值
边柱
K1.7081.7081.7081.7082.194
a0.4610.4610.4610.4610.642
D6.726.726.726.724.44
K3.2713.2713.2713.271
中柱a0.6210.6210.6210.621
D6.516.516.516.513.78
4.1830.757
每根中柱剪力
2.506.069.3312.3614.60
边柱柱端M边柱柱底M中柱柱端M中柱柱底M
6.1913.7919.3424.8838.593.8710.6218.2224.8847.165.3612.6718.1924.1032.854.3910.9718.1924.1040.15
轴力计算
柱轴力
Vb1.093.465.918.5711.54
边柱1.244.9611.2720.3833.33
中柱-0.16-0.41-0.81-1.36-2.76
∑D26.4726.4726.4726.4716.44
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