迪芬尼w1結構計算書0103總信息平面?zhèn)}wzq

1、365.210.572.66/51893.9011.48175.36| 公司名稱:|41716.559.03147.89|31554.156.80108.78|周期、地震力與振型輸出文件|21377.014.4054.60|(總剛分析方法)|11203.922.3020.08|SATWE2010_V4.2.0 中文版|(2019 年 3 月 26 日 15 時 11 分)|振型2 的地震力|文件名: WZQ.OUT|-|FloorTowerF-x-xF-x-yF-x-t|工程名稱 :設計人 :計算日期:2019/12/26 |(kN)(kN)(kN-m)|工程代號 :校核人 :計算時間:15:

2、18:29|61-0.13-0.05-0.06/2-0.01-0.37-0.5130.21-0.42-2.15考慮扭轉耦聯(lián)時的振動周期(秒)、X,Y 方向的平動系數(shù)、扭轉系數(shù)510.22-10.23-181.91410.07-8.13-149.14振型號周 期轉 角平動系數(shù) (X+Y)扭轉系數(shù)310.05-6.25-115.0311.25230.701.00(1.00+0.00)0.00210.04-4.21-76.5021.202590.970.74(0.00+0.74)0.26110.03-2.28-43.4531.084190.410.31(0.01+0.30)0.6940.41470.

3、021.00(1.00+0.00)0.00振型3 的地震力50.397789.980.76(0.01+0.75)0.24-60.365889.900.34(0.02+0.32)0.66FloorTowerF-x-xF-x-yF-x-t70.2855166.210.82(0.77+0.05)0.18(kN)(kN)(kN-m)80.275976.680.99(0.05+0.93)0.01610.07-0.110.0390.252585.000.61(0.01+0.60)0.3920.01-0.150.25100.2380173.250.95(0.94+0.01)0.053-0.10-0.301.

4、07110.223329.540.32(0.19+0.13)0.6851-0.03-1.6689.78120.217063.050.46(0.16+0.30)0.54410.03-1.3372.65310.03-1.0355.97地震作用最大的方向=1.241(度)210.02-0.7137.90110.00-0.3822.63=振型4的地震力僅考慮X 向地震作用時的地震力FloorTowerF-x-xF-x-yF-x-tFloor :層號(kN)(kN)(kN-m)Tower :塔號61-15.930.140.10F-x-x :X方向的耦聯(lián)地震力在X方向的分量2-57.190.6437.49

5、F-x-y :X方向的耦聯(lián)地震力在Y方向的分量3-68.68-0.15-10.77F-x-t :X方向的耦聯(lián)地震力的扭矩51-566.80-0.51-225.494133.25-0.12-260.72振型1 的地震力31452.820.56-223.47-21592.230.72-189.79FloorTowerF-x-xF-x-yF-x-t11426.900.29-164.73(kN)(kN)(kN-m)6116.910.09-0.02振型5 的地震力244.460.40-1.18-FloorTowerF-x-x(kN)F-x-y(kN)F-x-t(kN-m)111.485.37-38.24

6、61-0.07-0.02-0.02振型9 的地震力2-0.01-0.23-0.31-30.10-0.23-1.36FloorTowerF-x-xF-x-yF-x-t51-0.02-3.06-58.32(kN)(kN)(kN-m)41-0.030.07-4.46610.25-0.390.12310.012.3137.4420.280.832.67210.033.0853.0230.567.9187.40110.012.2642.3051-0.29-5.50143.2941-1.55-9.5039.31振型6 的地震力31-0.57-1.71-43.77-211.127.99-68.49Floor

7、TowerF-x-xF-x-yF-x-t111.479.06-57.51(kN)(kN)(kN-m)61-0.170.23-0.10振型10 的地震力2-0.050.51-0.48-30.270.81-1.42FloorTowerF-x-xF-x-yF-x-t51-0.071.86-134.59(kN)(kN)(kN-m)41-0.07-0.6011.96615.57-0.51-0.05310.03-2.12115.222-1.520.21155.04210.08-2.53150.68388.79-9.44-38.46110.04-1.75122.265159.33-11.3498.1441-

8、223.2827.811098.21振型7 的地震力31-121.1216.82481.41-21147.56-17.44-734.59FloorTowerF-x-xF-x-yF-x-t11219.81-28.24-1195.39(kN)(kN)(kN-m)61-0.920.40-0.09振型11 的地震力239.31-9.59-144.19-3-4.482.063.49FloorTowerF-x-xF-x-yF-x-t51-29.248.47-99.27(kN)(kN)(kN-m)41-30.165.81-22.31611.700.220.2831-1.25-1.3045.3326.21-2

9、.36110.102127.81-6.9672.083-7.29-1.60-22.301128.94-6.5758.68516.6219.43273.6841-8.37-15.13-833.75振型8 的地震力31-6.70-14.94-517.55-215.498.81536.84FloorTowerF-x-xF-x-yF-x-t119.2218.76956.83(kN)(kN)(kN-m)610.12-0.350.10振型12 的地震力22.249.49-2.13-3-0.71-2.60-11.91FloorTowerF-x-xF-x-yF-x-t51-1.22-6.4997.54(kN)

10、(kN)(kN-m)41-1.56-5.2313.25612.92-0.010.4731-0.220.34-33.232-6.42-0.74-90.80211.335.39-45.5632.37-2.68-23.9211126.887.01518.9127.42627.5141-8.11-24.39-734.63(注意:下面分塔輸出的剪重比不適合于上連多塔結構)31-7.68-23.55-630.37215.2615.01445.296124.7724.77(3.47%)(4.34%)106.5063.82119.7630.76945.39281.4081.40(4.38%)350.01166

11、.013125.41125.41(4.54%)539.25246.69各振型作用下 X 方向的基底剪力511057.681246.73(2.74%)(2.74%)6827.55815.33-41757.061862.60(2.26%)(2.26%)14622.42596.41振型號剪力(kN)31727.042310.37(1.95%)(1.95%)24040.28443.4212872.1021728.592696.11(1.74%)(1.74%)34771.08311.4420.4611539.802994.09(1.54%)(1.54%)50064.86189.3830.044796.6

12、050.03抗震規(guī)范(5.2.5)條要求的 X 向樓層最小剪重比 =0.80%60.07730.00X 向地震作用下結構主振型的周期 = 1.252381.4691.26X 方向的有效質量系數(shù):97.62%10175.13X 向地震作用參與振型的有效質量系數(shù)-4510.260.00振型號有效質量系數(shù)(%)F-y-x :Y方向的耦聯(lián)地震力在 X 方向的分量184.50F-y-y :Y方向的耦聯(lián)地震力在 Y 方向的分量20.01F-y-t :Y方向的耦聯(lián)地震力的扭矩30.00Vx Mx: X 向地震作用下結構的樓層剪力: X 向地震作用下結構的彎矩Static Fx: 底部剪力法 X 向的地震力6

13、0.00FloorTowerF-y-xF-y-yF-y-t70.39(kN)(kN)(kN-m)80.02610.210.000.0090.0220.540.00-0.01102.2530.800.010.03110.095110.920.142.14120.09418.750.111.81316.770.081.33各層 X 方向的作用力(CQC)214.600.050.67Floor: 層號112.490.030.25Tower: 塔號Fx: X 向地震作用下結構的地震反應力振型2 的地震力619.233.444.16FloorTowerFxVx (分塔剪重比)(整層剪重比)MxStati

14、c Fx20.6725.7435.37(kN)(kN)(kN-m)(kN)3-14.0928.56147.55=僅考慮 Y 向地震時的地震力Floor : 層號Tower : 塔號振型1 的地震力-FloorTowerF-y-x(kN)F-y-y(kN)F-y-t (kN-m)51-15.06702.4612496.53(kN)(kN)(kN-m)41-4.75558.4810245.21618.15-11.395.1431-3.30429.637902.0522.22-25.0823.9021-2.54289.545255.443-13.24-39.9170.0311-2.10156.572

15、985.20513.22-91.786645.13413.6529.82-590.68振型3 的地震力31-1.63104.48-5688.98-21-4.18125.12-7439.59FloorTowerF-y-xF-y-yF-y-t11-1.7986.48-6036.53(kN)(kN)(kN-m)61-10.2715.72-4.94振型7 的地震力2-1.4322.65-36.87-314.5944.83-159.99FloorTowerF-y-xF-y-yF-y-t514.23248.52-13431.62(kN)(kN)(kN-m)41-4.81199.60-10868.54610

16、.24-0.100.0231-4.38154.03-8372.912-10.042.4536.8321-2.86106.32-5669.1331.15-0.53-0.8911-0.7557.33-3386.15517.47-2.1625.36417.70-1.485.70振型4 的地震力310.320.33-11.58-21-7.101.78-18.41FloorTowerF-y-xF-y-yF-y-t11-7.391.68-14.99(kN)(kN)(kN-m)61-0.030.000.00振型8 的地震力2-0.110.000.07-3-0.140.00-0.02FloorTowerF-y

17、-xF-y-yF-y-t51-1.120.00-0.45(kN)(kN)(kN-m)410.070.00-0.52610.47-1.430.41310.900.00-0.4429.1238.65-8.66211.170.00-0.383-2.91-10.58-48.48110.840.00-0.3351-4.95-26.42397.1341-6.36-21.2853.96振型5 的地震力31-0.901.40-135.28-215.4221.96-185.48FloorTowerF-y-xF-y-yF-y-t116.0321.86-155.69(kN)(kN)(kN-m)61-9.94-2.9

18、0-3.32振型9 的地震力2-1.24-35.77-47.32-314.64-34.44-208.35FloorTowerF-y-xF-y-yF-y-t51-3.12-467.00-8911.35(kN)(kN)(kN-m)41-4.1210.59-681.54611.69-2.680.79311.75352.625720.6821.945.7118.35214.41471.268101.8933.8554.36600.64111.80345.586463.4251-1.98-37.82984.7341-10.62-65.31270.18振型6 的地震力31-3.94-11.78-300.8

19、0-217.6854.92-470.69FloorTowerF-y-xF-y-yF-y-t1110.0762.29-395.23振型10 的地震力-543111-7.5028.2215.311.43-3.51-2.13-12.40-138.79-60.84FloorTowerF-y-xF-y-yF-y-t959.69(kN)(kN)(kN-m)102.8061-0.700.060.011125.2720.19-0.03-19.591267.963-11.221.194.8621-18.652.2092.8410.0111-27.783.57151.07262.24321.94振型11 的地震力

20、40.00-58.24FloorTowerF-y-xF-y-yF-y-t62.29(kN)(kN)(kN-m)70.03613.260.420.5480.31211.89-4.52210.9690.773-13.96-3.07-42.73100.045112.6937.23524.40110.3341-16.04-28.99-1597.57120.8831-12.84-28.62-991.692110.5116.881028.65各層 Y 方向的作用力(CQC)1117.6735.941833.41Floor:層號Tower:塔號振型12 的地震力-FyVy:FloorTowerF-y-xF-

21、y-yF-y-tMy:(kN)(kN)(kN-m)StaticFy:619.10-0.041.482-20.00-2.29-282.7237.39-8.34-74.495127.7685.391953.9441-25.26-75.94-2287.4831-23.93-73.33-1962.852116.3746.731386.531130.4095.792943.73各振型作用下 Y 方向的基底剪力-振型號12345剪力(kN) 0.432194.42849.000.00639.94678177.751.9624.17Y 向地震作用參與振型的有效質量系數(shù)-振型號有效質量系數(shù)(%)Y 向地震作用

22、下結構的地震反應力Y 向地震作用下結構的樓層剪力Y 向地震作用下結構的彎矩底部剪力法 Y 向的地震力-FloorTowerFy (kN)Vy (分塔剪重比) (整層剪重比) (kN)My (kN-m)Static Fy (kN)(注意:下面分塔輸出的剪重比不適合于上連多塔結構)6122.4922.49(3.15%)(3.80%)96.6965.44278.1978.19(4.21%)336.24170.233101.89101.89(3.69%)438.11252.96511003.941164.09(2.56%)(2.56%)6309.36848.4041694.541753.10(2.12%)(2.12%)13697.77620.6031679.6