109.4178375 16.2669375 136.2280875 14.1433875
106.956 31.812 141.4065 27.951
恒载 六层 c上 分配系数 固端弯矩 力矩分配传递
c下 0 0 0.486 45.27 14.64 1.60 61.51
b左 0.514 -93.16 47.88 -17.93 1.69 -61.51 b左 0.327 29.28 14.64 0.346 -89.55 30.98 -12.22
152.717562
0.1212
Vik(KN) 1.35 3.31 5.16 7.02 8.88 10.85 1.35 3.31
K 1.06 1.06 1.06 1.06 1.06 1.19 1.91 1.91
y 0.3530 0.4500 0.4530 0.5000 0.5000 0.6470 0.3955 0.4500
楼层侧移刚度Di 层间位移 44008 44008 44008 44008 44008 43271 0.012 0.027 0.043 0.058 0.073 0.090
楼层位移 0.304 0.291 0.264 0.221 0.163 0.090
楼层i 6 5 4 3 2 1
层高hi(m Gi(KN) 3.6 3.6 3.6 3.6 3.6 4.05 533.30 671.96 671.96 671.96 671.96 684.68
14.6408
14.64084866
-12.21991286
15.49154018
-5.5792 -5.579203522 -5.903377427 2.321428637 38.3433 38.34334247 -76.69 -61.349348 66.33569448 82.92 三层 c上 c下 b左 b右 分配系数 0.327 0.327 0.346 0.3034 固端弯矩 -89.55 89.55 力矩分配传递 29.2817 29.28169733 30.98308035 -24.4398257 14.6408 14.64084866 -12.21991286 15.49154018 -5.5792 -5.579203522 -5.903377427 2.321428637 38.3433 38.34334247 -76.69 -61.349348 66.33569448 82.92 二层 c上 c下 b左 b右 分配系数 0.327 0.327 0.346 0.3034 固端弯矩 -89.55 89.55 力矩分配传递 29.2817 29.28169733 30.98308035 -24.4398257 14.6408 15.7601796 -12.21991286 15.49154018 -5.9452 -5.945224738 -6.290665931 2.549941008 37.9773 39.09665219 -77.07 -61.659179 66.51850438 83.15 一层 c上 c下 b左 b右 分配系数 0.352 0.276 0.372 0.324 固端弯矩 -89.55 89.55 力矩分配传递 31.5204 24.7148271 33.3112887 -26.0992206 14.6408 -13.0496103 16.65564435 -0.5601 45.6011 柱下端 -0.439181788 24.27564531 12.13782266 9.710258125 -0.591940671 -69.88 -1.64727573 -55.90139 62.76449842 78.46
Di 4.40 4.40 4.33
b
T1 0.64
△Fn 18.50937
Байду номын сангаас
FEK = α1Geq
δn
Fi(KN) 5.39 7.83 7.43 7.43 7.43 7.89
Vi(KN) 5.39 13.22 20.65 28.08 35.51 43.40
Di(KN/m) 44008.23 44008.23 44008.23 44008.23 44008.23 43271
中FR 31.812 27.951 27.951 27.951 27.951 27.951 6 5 4 3 2 1
c上
恒载 6 5 4 3 2 1 -4.50 GB6 5 4 3 2 1 活荷载GA6 -4.50 5 4 3 2
GA 104.56 145.16 145.16 145.16 145.16 145.16 125.39 179.49 179.49 179.49 179.49 179.49 6.73 26.91 26.91 26.91 26.91
1.625229977 0.69040971 4.69 1.8762939 8.16 3.43246078 12.11 15.86 19.80 顶层 4.80608815 6.44564737 7.73827417 q1 3.75 2.71 10.73 2.71 Mo
1.307199523 3.77 6.57 9.74 12.76 15.92 6.9
Vi(KN) 5.39 13.22 20.65 28.08 35.51 43.40 5.39 13.22
Di(KN/m) 44008 44008 44008 44008 44008 43271 44008 44008
Dij(KN/m) 9125 9125 9125 9125 9125 9813 12879 12879
-11.57146 -11.5715 GB6 2.19824142 2.198241 0.933468 -32.516139 -32.5161 -17.89 -14.3099 c上 c下 b左 0.2873 0.2873 0.122 -8.99 -23.14292 -23.1429 -9.82748 -11.57146 -11.5715 2.19824142 2.198241 0.933468 -32.516139 -32.5161 -17.89 -14.3099 c上 c下 b左 0.2873 0.2873 0.122 -8.99 -23.14292 -23.1429 -9.82748 -11.57146 -12.3246 2.41462772 2.414628 1.025355 -32.299752 -33.0529 -17.80 -14.2364 c上 c下 b左 0.306 0.24 0.13 -8.99 -24.649264 -19.3328 -10.4719 -11.57146 -1.5557604 -1.2202 -0.66094 -37.776484 -20.553 -20.13 -16.1009 -10.2765 -8.22118
△Ue*10^-3(m) △Ue/h 0.12 0.30 0.47 0.64 0.81 1.00 3.40214E-05 8.3444E-05 0.000130342 0.00017724 0.000224137 0.000247652 29393.24864 11984.08549 7672.136085 5642.080134 4461.549145 4037.931584
ic=Ec*Ic/h 2.85 2.85 2.53
k 1.06 1.91 1.06 1.91 1.19 2.15
a 0.35 0.49 0.35 0.49 0.53 0.64
Dij 0.91 1.29 0.91 1.29 0.98 1.18
∑Dij 1.82 2.58 1.82 2.58 1.96 2.36
走道梁 顶层梁 楼层梁
梁宽 b 0.25 0.25 0.25
梁高 h 0.4 0.55 0.55
梁跨 l 3.3 6.9 6.9
中框架梁 矩形截面惯性矩 Io=b*h^3/12 Ib=2.0Io ib=EcIb/l 1.33 2.67 2.42 3.47 6.93 3.01 3.47 6.93 3.01
Hi(m) 22.05 18.45 14.85 11.25 7.65 4.05
GiHi 11759.265 12397.662 9978.606 7559.55 5140.494 2772.954
∑GiHi
∂1
49608.531
0.046
柱j z1
层i 6 5 4 3 2 1 6 5
hi(m) 3.6 3.6 3.6 3.6 3.6 4.6 3.6 3.6
g AB g BC
23.48 22.57
9.91 边跨 9.91 中间跨 楼层边跨 楼层中间跨
F M BC
16.38 13.86 13.61 11.52 FR
6.9 3.3 6.9 3.3
屋面 楼面
F M AB
F M BC中
93.16 89.55
8.99 8.99
4.50 顶层边跨 4.50 中间跨 楼层边跨 楼层中间跨
b M ij
t M ij
βz
层号
3.14
1.71 5.35 8.42 12.64 15.98 32.29 1.92 5.35
6.54 10.17 12.64 15.98 17.62 2.93 6.54
6 5 4 3 2 1
1 1 1 1 1 1
5.16 7.02 8.88 10.85
1.91 1.91 1.91 2.15
0.4955 0.5000 0.5000 0.6045
9.21 12.64 15.98 30.17
9.38 12.64 15.98 19.74
走道梁
柱Z1
柱Z2 mab中
M
( KN • m) EK ( KN • m) EK ( KN ) N EK ( KN ) N EK ( KN ) Mr V
1.30719952 0.792242 3.77 2.28627 6.57 3.979605 9.74 5.901736 12.76 7.730929 15.92 9.650026 3.3 3.3 3.3 3.3 3.3 1/2*Mo 54.7089188 8.13346875 68.1140438 7.07169375 3.9 3.3 3.9 3.3