高层建筑结构住宅设计毕业论文.docx

110.030.00-0.57振型15的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)18145.27-3.10-87.65171-15.05-1.11-219.53161-34.272.44-77.46151-32.523.7975.36141-13.842.84156.4013112.240.27148.0112132.07-2.4069.9811135.33-3.69-31.1610119.96-2.91-105.7391-5.92-0.56-124.7481-28.792.00-88.947136.583.3623.4361-25.192.7938.9651-0.130.6474.064125.61-1.8475.993139.08-3.2954.722134.28-2.9727.011116.21-1.327.09各振型作用下X方向的基底剪力振型号 剪力(kN)11104.882206.893128.264687.7955.27621.247321.63812.4794.5310170.56116.95120.42130.01140.121567.77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Static Fx:静力法X向的地震力Floor Tower FxVx (分塔剪重比)(整层剪重比)Mx Static Fx(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)18182.8682.86( 5.09%)(5.09%)252.72321.10171244.87312.53( 3.20%)(3.20%)1177.81198.55161225.68526.50( 2.73%)(2.73%)2731.47218.55151185.97686.24( 2.38%)(2.38%)4748.58204.89141171.17805.84( 2.10%)(2.10%)7090.61191.23131171.18899.65( 1.88%)(1.88%)9662.03177.57121173.82977.68( 1.70%)(1.70%)12402.35163.92111177.071045.68( 1.56%)(1.56%)15274.61150.82101182.871107.76( 1.45%)(1.45%)18256.98137.1191191.571169.21( 1.36%)(1.36%)21341.19123.4081197.331234.37( 1.29%)(1.29%)24532.77109.6971196.981303.78( 1.24%)(1.24%)27847.4695.9861195.551375.68( 1.20%)(1.20%)31304.6582.6351194.671448.38( 1.16%)(1.16%)34922.8568.8641186.941519.93( 1.13%)(1.13%)38717.1455.08158.691583.35( 1.10%)(1.10%)42694.7141.312146845.6627.541151139.9213.95105.9742.891627.04(1644.50(1.06%)1.01%)(1 .06%)(1.01%)X方向的有效质量系数：94.72%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-x(kN)F-y-y(kN)F-y-t(kN-m)18110.065.58-38.9717150.3526.39-214.0616156.7929.36-243.0015154.3327.71-231.4814151.6025.95-218.8513148.5524.08-205.0112145.1722.09-189.9711141.6420.08-174.7010137.6417.90-157.519133.3915.66-139.508128.9513.39-120.867124.3711.11-101.876119.858.92-83.155115.306.76-64.374110.954.75-46.39316.982.96-29.83213.601.47-15.54111.150.43-4.85振型2的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)181-7.5722.47129.65171-42.78107.52710.89161-48.76119.50804.47151-46.90113.09764.09141-44.78106.22720.30131-42.3798.86672.76121-39.6591.00621.49111-36.7783.01569.71101-33.4674.31511.9091-29.9065.32451.6681-26.1356.13389.727122.2046.89326.9261-18.2837.91265.3951-14.2729.02204.0941-10.3720.63145.8131-6.7413.0492.6021-3.576.6347.3311-1.162.0114.36振型3的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)181-2.571.17-91.24171-8.005.22-499.27161-8.735.94-563.17151-8.335.62-533.18141-7.895.28-501.02131-7.414.91-466.46121-6.884.52-429.52111-6.324.12-392.41101-5.703.69-351.3291-5.043.24-308.7681-4.352.79-265.2571-3.652.33-221.4261-2.961.88-178.7351-2.271.44-136.5441-1.621.03-96.8131-1.020.65-60.9421-0.520.34-30.8211-0.170.10-9.23振型 4的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)1810.050.00-0.181710.230.00-0.841610.210.00-0.791510.150.00-0.581410.080.00-0.341310.010.00-0.10121-0.050.000.15111-0.110.000.37101-0.160.000.5691-0.200.000.7181-0.220.000.8071-0.220.000.8361-0.210.000.7951-0.180.000.7041-0.150.000.5731-0.100.000.4021-0.060.000.2211-0.020.000.08振型5的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)181-6.46-40.20-271.79171-15.31-163.54-1265.43161-12.08-146.12-1153.58151-6.93-99.03-789.28141-1.97-49.85-406.881312.62-0.45-20.871216.6346.65348.731119.8889.02683.4510112.19123.46956.1