周期地震.docx
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周期地震
======================================================================
周期、地震力与振型输出文件
(VSS求解器)
======================================================================
考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数
振型号周期转角平动系数(X+Y)扭转系数
11.091997.960.74(0.01+0.73)0.26
21.060112.970.98(0.93+0.05)0.02
31.0171116.490.28(0.06+0.22)0.72
40.364599.940.75(0.02+0.73)0.25
50.355614.560.98(0.92+0.06)0.02
60.3407118.000.27(0.06+0.21)0.73
70.2196111.090.83(0.11+0.73)0.17
80.216924.060.99(0.82+0.16)0.01
90.2057128.670.18(0.07+0.11)0.82
100.1539124.630.84(0.27+0.57)0.16
110.152136.300.99(0.65+0.35)0.01
120.1430135.320.16(0.08+0.08)0.84
130.138227.770.00(0.00+0.00)1.00
140.127195.650.00(0.00+0.00)1.00
150.1151128.500.81(0.31+0.50)0.19
地震作用最大的方向=82.819(度)
============================================================
仅考虑X向地震作用时的地震力
Floor:
层号
Tower:
塔号
F-x-x:
X方向的耦联地震力在X方向的分量
F-x-y:
X方向的耦联地震力在Y方向的分量
F-x-t:
X方向的耦联地震力的扭矩
振型1的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
615.36-41.08349.90
517.46-52.67422.07
416.50-45.46363.60
315.08-35.14280.74
213.18-22.37183.06
111.36-9.2075.06
振型2的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61373.4584.29820.23
51497.57115.69996.08
41431.6399.94867.31
31335.3077.29676.97
21213.8548.96449.14
1188.5120.03191.07
振型3的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
6124.15-43.54-1231.76
5131.03-63.95-1486.73
4126.83-55.40-1283.30
3120.75-42.95-992.01
2113.51-27.20-646.86
115.47-11.19-264.06
振型4的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-8.8951.86-405.71
51-4.9425.52-186.68
413.24-20.17172.23
319.43-53.62431.42
219.84-56.14458.79
115.29-29.28237.68
振型5的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-383.43-99.11-817.86
51-197.58-50.94-394.54
41145.1338.74251.88
31399.06104.36746.48
21419.89108.98825.59
11219.8856.58446.44
振型6的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-25.5146.101267.62
51-12.4225.63578.99
419.85-17.69-476.46
3126.07-49.93-1245.21
2127.91-52.49-1334.63
1114.32-27.45-690.04
振型7的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
6126.91-69.31417.43
51-17.4645.86-291.09
41-29.9177.11-520.96
31-3.107.28-68.52
2127.46-71.99480.36
1123.46-60.66412.52
振型8的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61205.5891.41424.55
51-136.63-62.28-224.88
41-227.30-100.97-359.35
31-20.86-7.83-28.73
21211.7895.17352.23
11178.2779.20303.40
振型9的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
6117.51-22.14-835.41
51-11.8216.07541.50
41-19.2923.75908.97
31-1.680.9695.78
2118.38-22.65-858.09
1115.17-18.47-721.72
振型10的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-31.4045.75-320.37
5164.81-93.69657.10
41-9.0912.42-33.78
31-62.0089.72-627.44
2119.52-28.02160.80
1159.09-85.79597.92
振型11的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-74.53-53.92-116.85
51154.44113.23182.87
41-22.45-17.63-64.61
31-146.97-107.93-172.86
2146.8935.3281.50
11140.28103.34183.38
振型12的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-9.498.75417.00
5119.66-19.87-837.48
41-2.864.68104.52
31-18.6318.17802.18
215.98-6.88-241.37
1117.99-17.21-778.82
振型13的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-0.17-0.1312.19
510.340.01-19.27
41-0.050.31-3.42
31-0.29-0.2020.64
210.09-0.06-3.89
110.280.14-18.52
振型14的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
61-0.010.000.23
510.01-0.01-0.26
410.000.02-0.26
310.00-0.010.44
210.01-0.030.31
110.000.04-0.91
振型15的地震力
-------------------------------------------------------
FloorTowerF-x-xF-x-yF-x-t
(kN)(kN)(kN-m)
6111.86-15.47139.28
51-43.1854.78-477.18
4156.14-70.00561.13
31-20.9325.38-171.91
21-32.7341.55-360.65
1154.58-68.76558.67
各振型作用下X方向的基底剪力
-------------------------------------------------------
振型号剪力(kN)
128.93
21940.31
3121.74
413.97
5602.95
640.22
727.36
8210.83
918.28
1040.92
1197.66
1212.65
130.19
140.00
1525.74
各层X方向的作用力(CQC)
Floor:
层号
Tower:
塔号
Fx:
X向地震作用下结构的地震反应力
Vx:
X向地震作用下结构的楼层剪力
Mx:
X向地震作用下结构的弯矩
StaticFx:
静力法X向的地震力
------------------------------------------------------------------------------------------
FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx
(kN)(kN)(kN-m)(kN)
(注意:
下面分塔输出的剪重比不适合于上连多塔结构)
61625.03625.03(9.02%)(9.02%)2062.59693.30
51634.251125.94(6.63%)(6.63%)5633.76611.84
41558.791480.93(5.48%)(5.48%)10244.70489.47
31603.231767.92(4.77%)(4.77%)15582.21367.10
21583.452024.26(4.30%)(4.30%)21579.86243.29
11417.602200.87(3.86%)(3.86%)28153.64121.64
抗震规范(5.2.5)条要求的X向楼层最小剪重比=2.40%
X方向的有效质量系数:
98.67%
============================================================
仅考虑Y向地震时的地震力
Floor:
层号
Tower:
塔号
F-y-x:
Y方向的耦联地震力在X方向的分量
F-y-y:
Y方向的耦联地震力在Y方向的分量
F-y-t:
Y方向的耦联地震力的扭矩
振型1的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-38.14292.44-2490.62
51-53.10374.92-3004.36
41-46.27323.58-2588.16
31-36.15250.16-1998.31
21-22.62159.22-1303.01
11-9.6665.51-534.31
振型2的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
6185.8819.39188.63
51114.4326.61229.07
4199.2622.98199.46
3177.1117.77155.68
2149.1811.26103.29
1120.364.6143.94
振型3的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-48.4587.352471.08
51-62.25128.292982.61
41-53.82111.142574.49
31-41.6386.161990.11
21-27.1054.581297.70
11-10.9822.45529.74
振型4的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
6152.08-303.712376.14
5128.91-149.491093.33
41-18.97118.14-1008.70
31-55.25314.05-2526.74
21-57.62328.79-2687.04
11-30.97171.48-1392.06
振型5的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-100.86-26.07-215.13
51-51.97-13.40-103.78
4138.1810.1966.26
31104.9727.45196.36
21110.4528.67217.17
1157.8414.88117.43
振型6的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
6148.09-86.91-2389.89
5123.42-48.32-1091.59
41-18.5733.35898.29
31-49.1594.142347.65
21-52.6398.952516.24
11-26.9951.761300.96
振型7的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-70.53181.67-1094.11
5145.76-120.19762.95
4178.39-202.111365.46
318.14-19.09179.60
21-71.99188.70-1259.06
11-61.49158.99-1081.24
振型8的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
6192.3441.06190.71
51-61.37-27.97-101.01
41-102.10-45.36-161.42
31-9.37-3.52-12.91
2195.1342.75158.22
1180.0835.58136.28
振型9的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-21.5427.241027.67
5114.54-19.77-666.13
4123.73-29.21-1118.16
312.06-1.18-117.83
21-22.6127.861055.57
11-18.6722.72887.82
振型10的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
6145.74-66.63466.61
51-94.40136.45-957.03
4113.24-18.0949.19
3190.30-130.68913.83
21-28.4340.82-234.19
11-86.06124.95-870.85
振型11的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-55.26-39.98-86.64
51114.5183.95135.59
41-16.64-13.07-47.91
31-108.97-80.02-128.16
2134.7726.1960.43
11104.0176.62135.96
振型12的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
619.27-8.54-407.31
51-19.2019.41818.03
412.80-4.57-102.09
3118.20-17.75-783.55
21-5.856.72235.76
11-17.5816.81760.73
振型13的地震力
-------------------------------------------------------
FloorTowerF-y-xF-y-yF-y-t
(kN)(kN)(kN-m)
61-0.07-0.054.57
510.130.00-7.22
41-0.020.12-1.28
31-0.11-0.077.73
210.03-0.02