侧移刚度计算
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层次（i）层高（mm）柱号KZ1KZ2KZ3KZ4KZ1KZ2KZ3KZ4KZ1KZ2KZ3KZ4
层数i 楼层重力荷载Gi（KN）楼层假想剪力V Gi = G
i （KN）39963.8
9963.8211437.821401.61
11990.233391.8
33391.8
层次i 层高（m）Gi （kN）3 4.59963.82 4.511437.81
5.4
11990.2
4500
324500
15400
∑∑
柱根数梁宽度(mm)梁高度(mm)梁长度(mm)
101044101044101044
楼层侧移刚度Di（kN/m）假想层间位移△i（m）假想楼层位移△i
Gi△i 586254.24070.0169956980.1083135351079.2144586254.24070.0365056630.0913178371044.47515609204.0887
0.054812173
0.054812173
657.2089192780.89847
Hi（m）GiHi GiHi
δn 14.4143478.729.9113234.225.4
64747.08
300楼层假想位移计算
框架柱D值及楼层侧移刚
Fi、Vi、△u e 及△u e /h 值
7007200
321460.02
I I H G
Ec I 0 1.5EcI 0/L 2EcI 0/L b（mm）700700700700700700700700700700700700
Gi△i
2
T 1α
1
1.4Tg F Ek
116.893525795.3792112136.023********.295786
F Ek (kN)Fi（kN）Vi（kN）Di（kN/m）△u e （m）2251.5588962251.558896586254.24070.0038405841776.9430574028.501953586254.24070.0068715951016.052164
5044.554117
609204.0887
0.008280565
85750000005359375000071458333333
侧移刚度的计算
300000.4004026160.1777313465044.554117
0.635044.554117
h（mm）bxh(mm2)Ec(N/mm)I
=b c h c³(mm4)
c 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333 7004900003000020008333333
△u e/h
3/35151171 1385/1988
8/5239654 601/691
8/5217652 782/6043
K c =E c I c /h(N·mm)α单柱D (kN/m)1.33389E+110.5357142860.21126760616699.70441.33389E+11 1.0714285710.34883720927573.930521.33389E+110.4017857140.16728624513223.186011.33389E+110.8035714290.28662420422656.286861.33389E+110.5357142860.21126760616699.70441.33389E+11 1.0714285710.34883720927573.930521.33389E+110.4017857140.16728624513223.186011.33389E+110.8035714290.28662420422656.286861.11157E+110.6428571430.43243243219781.097971.11157E+11 1.2857142860.54347826124860.754921.11157E+110.4821428570.39568345318100.060421.11157E+11
0.964285714
0.493975904
22596.32953
楼层D i （kN/m）
166997.044275739.305252892.7440590625.14744166997.044275739.305252892.7440590625.14744197810.9797248607.549272400.2416790385.31814
586254.2407
586254.2407
609204.0887
）
（m /kN D