艺术楼分塔计算书.docx

框架结构钢筋混凝土全国106.000000施工模拟三 一般计算方式 计算水平地震作用 否否否否否否 杳 否总信息文件工程名称:JKCXX工程代号：设计人：校核人：软件名称:盈建科建筑结构设计软件 版本：计算 H 期:2022/04/07 11:31:23*拿拿手*设计参数输出，*，*，*，*结构总体信息结构体系：结构材料信息：结构所在地区：地下室层数：嵌固端所在层号(层顶嵌固)：与基础相连构件最大底标高(m):裙房层数：转换层所在层号：加强层所在层号：竖向荷载计第信息：风荷载计算信息.：地震力计算信息：是否计算吊车荷载：是否计算人防荷载：是否考虑预应力等效荷我工况：是否生成绘等值线用数据：是否计算温度荷载：竖向荷载碎墙轴向刚度考虑徐变收缩影响:是否生成传给基础的刚度：上部结构计算考虑基础结构：施工模拟加载层步长：0.004.00 是1.001.00是有限元计算经典膜元(QA4)否否否是否是否否否整体指标计算采用强刚，其它计算非强刚 否是 否0否是有限元法否 否是是 2.00 1.500.701.00考虑填充堵刚度：采用通用规范：计算控制信息水平力与整体坐标夹角：连梁按堵元计算控制跨高比：连梁材料强度默认同墙：墙元细分最大控制长度(m):板元细分最大控制长度(m):短墙肢自动加密：弹性板荷载计算方式：膜单元类型：考虑梁端刚域：考虑柱端刚域：是否输出节点位移：墙梁跨中节点作为刚性楼板从节点：结构计算时考虑楼梯刚度：梁与弹性板变形协调：弹性板与梁协调时考虑梁向下相对偏移：梁墙白重扣除与柱重叠部分：楼板自重扣除与梁墙重登部分：刚性楼板假定：地下室楼板强制采用刚性楼板假定：是否自动划分多塔：自动划分多塔时不考虑地卜.室：可确定最多塔数的参考层号：地震内力按全楼弹性板6计算：计算现浇空心板：现浇空心板计算方.法：增加计算连梁刚度不折减模型下的地震位移：门式刚架按平面框架方式计第：自动计算现浇板自重：刚度系数竖向荷载作用下：梁刚度放大系数按2010混凝土规范条取值:梁刚度放大系数上限：边梁刚度放大系数上限：地震作用下：连梁刚度折减系数：风荷教作用下：连梁刚度折减系数：310.0718156.330.93(0.43+0.50)0.07320.0710147.140.85(0.24+0.61)0.15330.068886.471.00(0.07+0.93)0.00340.0683117.300.73(0.11+0.62)0.27350.0673100.850.77(0.25+0.51)0.23360.0618108.930.90(0.28+0.62)0.10370.0578136.670.84(0.23+0.61)0.16380.055795.150.95(0.67+0.28)0.05390.054886.990.79(0.67+0.12)0.21400.0519122.570.89(0.42+0.46)0.11410.050080.130.47(0.02+0.46)0.53(Z向扭转质量系数只在强制刚性板下有意义，对于非强制刚性板下的计算结果仅供参考)振型号X向平动质量系数(sum)Y向平动质量系数(sum)Z向扭转质量系数(sum)10.10( 0.10)43.00( 43.00)0.10( 0.10)238.66( 38.76)0.36( 43.36)0.79( 0.89)36.22( 44.97)0.42( 43.78)5.66( 6.55)40.03( 45.00)6.05( 49.82)0.15( 6.70)55.19( 50.19)0.07( 49.90)0.27( 6.97)61.08( 51.27)0.06( 49.95)1.29( 8.26)70.01( 51.28)2.13( 52.08)0.05( 8.31)80.14( 51.42)0.03( 52.12)0.03( 8.34)92.55( 53.97)0.00( 52.12)0.00( 8.34)100.17( 54.14)0.17( 52.29)0.52( 8.86)110.01( 54.16)0.00( 52.29)0.07( 8.93)120.01( 54.17)0.26( 52.54)0.01( 8.94)130.00( 54.17)0.01( 52.56)0.00( 8.94)140.05( 54.22)0.00( 52.56)0.52( 9.46)150.01( 54.23)0.00( 52.56)0.08( 9.54)160.02( 54.25)0.04( 52.60)0.10( 9.64)170.01( 54.26)0.09( 52.69)0.02( 9.66)180.39( 54.65)0.71( 53.39)1.27( 10.93)190.05( 54.70)0.19( 53.58)0.02( 10.95)200.11( 54.81)0.05( 53.63)0.00( 10.95)212.05( 56.86)0.14( 53.77)0.42( 11.37)220.06( 56.92)0.36( 54.13)0.11( 11.48)230.60( 57.52)1.03( 55.16)1.71( 13.19)241.82( 59.34)1.15( 56.31)5.18( 18.37)250.22( 59.56)1.13( 57.43)1.14( 19.51)2611.07( 70.63)6.17 63.60)13.61( 33.12)273.52( 74.15)2.02( 65.62)5.18( 38.30)280.01( 74.16)0.15( 65.77)0.24( 38.54)2924.58( 98.74)12.16( 77.92)10.66( 49.20)300.20( 98.93)0.11( 78.04)0.04( 49.23)310.25( 99.19)0.15( 78.18)0.07( 49.31)320.01(99.19)0.01( 78.19)0.07( 49.37)330.00( 99.19)0.00( 78.19)0.02( 49.40)340.00( 99.19)0.00( 78.20)0.87( 50.26)350.01( 99.20)0.03( 78.23)1.47( 51.74)360.00( 99.21)0.02( 78.24)0.01( 51.75)370.00( 99.21)0.01( 78.25)0.59( 52.34)380.00( 99.21)0.03( 78.28)0.07( 52.41)390.00( 99.21)0.00( 78.28)0.51( 52.92)400.00( 99.21)0.11( 78.39)0.00( 52.92)410.68( 99.89)21.45( 99.84)45.19( 98.12)X向平动振型参与质量系数总计：99.89%丫向平动振型参与质量系数总计：99.84% 第1扭转周期。6231)/第1平动周期(0.7218) = 0.86地震作用最大的方向=8.362振型号阻尼比10.05020.05030.05040.05050.05060.05070.05080.05090.050100.050110.050120.050130.050140.050150.050160.050170.050180.050190.050200.050210.050220.050230.0S0240.050250.050260.050270.050280.050290.050300.050310.050320.050330.050340.050350.050360.050370.050380.050390.050400.0S0410.050*参仅考虑X向地震作用时的地震力（采用非强制刚性楼板假定模型计算结果）Floor:层号Tower:塔号F-x-x : X方向的耦联地宸力在X方向的分量F-x-y: X方向的耦联地震力在丫方向的分量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)610.61-8.720.99511.50-33.2465.31411.18-25.900.72310.86-18.640.51210.41-9.280.29110.04-0.9210.07振型2的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61175.13-8.5673.0551644.0373.474516.3341511.8853.8050.7731378.4943.8734.8921194.9421.9816.131 125.971.42-32.93振型3的地藤力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)6110.8719.69-77.2151116.60-41.84-5023.364193.61-28.76-57.723170.10-26.11-40.602137.60-12.68-20.491 16.662.89-181.79振型4的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.96-8.94-2.61511.43-23.7676.83410.729.470.78312.1531.811.96211.8225.941.461 10.323.08-26.32振型5的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-115.0826.32-47.4551-288.4725.21-1884.764194.77-18.4813.4831384.51-42.5636.0621330.87-36.3228.451 156.18-8.9683.35振型6的地熊力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)化 N-m)61-12.28-20.1842.2151-70.821.032291.924111.429.96-8.733177.639.55-37.642174.2110.29-32.841115.9111.41-478.76振型7的地震力FloorTowerF-x-xF-x-yF-x-t化N)(kN)(kN-m)610.645.423.6451-0.042.336.3341-1.22-17.17-3.83310.081.43-2.77211.0917.78-0.38110.383.37-37.33振型8的地震力FloorTowerF-x-x(kN)F-x-y(kN)F-x-t(kN-m)616.26-8.367.46S13.02-5.740.7641-17.0420.99-22.21310.784.6135.722114.72-15.84-26.63114.39-1.34-13.39振型9的地震力FloorTowerF-x-x(kN)F-x-y(kN)F-x-t(kN-m)6177.853.3320.395173.620.37-124.3541-267.60-1.1915.5731-30.31-4.5043.6821277.46-3.7240.321182.41-2.83-134.28振型10的地震力FloorTowerF-x-x 伙N)F-x-y(kN)F-x-t(kN-m)613.304.3510.27515.062.02-89.5941-13.63-7.438.3131-3.58-5.56-1.702115.3110.19-11.31117.4410.19-323.46振型11的地宸力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)610.120.321.49510.48-0.66-17.2941-0.890.720.8831-0.380.300.16211.10-1.27-1.00110.590.43-23.28振型12的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.20-0.03-7.28510.97-3.76-25.9441-0.894.000.3731-0.774.061.41211.50-7.360.20110.56-1.7614.96振型13的地意力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.000.080.37510.04-0.26-2.9541-0.040.19-0.0131-0.060.230.18210.10-0.440.11110.05-0.100.48振型14的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-1.072.35-7.45513.29-4.78-127.4741-2.272.053.8231-2.423.631.37213.84-5.63-3.501 12.491.17-77.48振型15的地震力FloorTowerF-x-xF-x-yF-x-t(kN)化N)(kN-m)61-0.490.23-5.33510.99-0.71-21.8441-0.360.080.8431-0.721.010.01210.89-0.94-0.981 10.580.16-11.32振型16的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.791.523.71511.51-2.83-42.0541-0.43-0.081.2131-1.304.250.54211.53-4.41-1.781 11.00-0.S2-12.57振型17的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.43-1.39-5.62510.661.783.3041-0.010.690.2831-0.57-2.81-0.35210.522.630.191 10.340.92-11.98振型18的地震力FloorTowerF-x-xF-x-yF-x-t伙N)(kN)(kN-m)61-19.07-21.79-146.665129.5627.53-254.9141-0.1211.1815.7531-29.06-45.37-3.772127.3843.31-7.991 119.8923.77-478.05振型19的地震力振型23的地震力FloorTowerF-x-x伙N)F-x-y(kN)F-x-t(kN-m)61-2.257.050.89513.00-6.49-36.12410.76-9.655.1631-4.0118.661.65213.63-13.74-8.20112.66-3.05-0.56振型20的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-4.455.62-3.52515.03-3.3910.89413.60-11.676.0231-9.6917.171.30217.93-10.64-9.13115.77-2.43-4.10振型21的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-46.60-3.63109.685118.8211.96820.7241122.12-22.27-56.2331-193.8036.82-6.1021140.02-34.9229.5811106.49-26.76223.88振型22的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-1.473.8817.56510.41-3.73139.97413.540.7916.9831-4.89-7.53-0.19213.2511.15-13.55113.195.58-65.47FloorTowerF-x-xF-x-yF-x-t61-11.92-1.89-152.59(kN)(kN)(kN-m)5134.836.95-212.16610.6518.03152.0441-46.66-9.707.1251-12.16-53.75282.013148.8911.29-1.824129.2973.46-0.8321-47.73-16.6511.3631-32.07-63.01-1.1111258.46188.58-4481.432117.5432.665.11振型28的地震力11 Q CCIQX振型24的地震力 O.DQFloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)FloorTowerF-x-xF-x-yF-x-t61-2.110.46-2.45(kN)(kN)(kN-m)513.71-0.635.226134.11-26.52-127.3641-2.470.080.3651-73.1055.70-460.35311.410.34-0.344174.10-48.73-8.0621-0.75-0.470.9431-57.2030.9630.67110.602.15-45.332122.48-20.33-40.08振型29的地震力11124.71108.39-2957.73振型25的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)FloorTowerF-x-xF-x-yF-x-t611.169.152.26(kN)(kN)(kN-m)513.70-8.41157.5661-13.26-4.2385.2941-20.13-3.1157.235124.259.42270.883158.44-13.74-1.5741-19.06-9.30-5.5621-118.3066.7070.453114.178.815.35111697.33-1191.5317742.1021-9.67-8.69-0.18振型30的地震力1118.7138.01-934.12振型26的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)FloorTowerF-x-xF-x-yF-x-t616.16-15.3332.78(kN)(kN)(kN-m)51-9.3523.06-340.376131.3621.70-5.35412.89-7.57-7.2651-47.59-42.02362.13310.65-3.653.21410.4223.14-15.3921-1.186.20-20.403155.4913.42-13.821113.66-12.43238.6221-98.42-49.3237.73振型31的地震力11802.73588.34-14284.33振型27的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)FloorTowerF-x-xF-x-yF-x-t61-7.490.7727.63(kN)(kN)(kN-m)5113.26-3.33-10.4241-10.696.11-24.54317.80-7.04-32.5121-4.915.30-36.011 118.37-14.32225.08振型32的地震力FloorTowerF-x-xF-x-yF-x-t化N)(kN)(kN-m)61-1.24-2.1112.92512.052.92-13.6241-1.21-0.780.91310.59-0.394.5321-0.230.630.651 10.39-0.6715.37振型33的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.060.01-0.07510.10-0.001.2341-0.05-0.000.00310.02-0.00-0.0221-0.010.00-0.021 10.010.010.10振型34的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)610.08-0.071.26S1-0.100.03-16.12410.010.12-0.20310.01-0.160.5121-0.000.120.091 10.010.021.09振型35的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.602.96-15.59511.06-5.35110.7941-0.914.58-3.25310.66-4.017.0221-0.302.66-3.011 10.84-2.0346.40振型36的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)610.16-0.441.0251-0.220.555.S3410.05-0.165.07310.040.200.2021-0.13-0.24-3.671 10.28-0.38-1.52振型37的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)610.500.490.2051-0.65-0.74-23.39410.180.320.4331-0.02-0.090.9021-0.03-0.00-1.181 10.08-0.16-1.20振型38的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.42-0.040.08510.550.05-2.2841-0.13-0.01-0.64310.040.001.0521-0.04-0.04-0.971 10.03-0.19-3.09振型39的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)61-0.150.010.12510.20-0.01-3.3941-0.060.000.07310.020.00-0.0121-0.01-0.00-0.011 10.00-0.000.06振型40的地震力FloorTowerF-x-x(kN)F-x-y(kN)F-x-t(kN-m)61-0.160.090.42510.21-0.19-14.4641-0.050.222.0731-0.04-0.19-1.85210.120.081.6311-0.000.6611.48振型41的地震力FloorTowerF-x-xF-x-yF-x-t伙N)(kN)(kN-m)610.05-0.07-0.1051-0.130.2714.21410.08-0.61-2.45310.001.883.44210.08-5.45-4.331138.94223.145356.95各振型作用下X方向的基底剪力层号：1 塔号：1振型号剪力(kN)14.6021930.443335.4542.625462.79696.0870.93812.139213.421013.91111.03121.17130.08143.86150.89161.52170.511828.57193.80208.1921147.05224.032341.8124125.102515.1426743.9927235.88280.39291622.193012.833116.33320.36330.00340.01350.76360.19370.06380.03390.00400.074139.03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1.60%1.60%Static Fx:静力法X向的地震力抗震规范(525)条要求的X向楼层最小剪币:比FloorTowerFx(kN)Vx (分塔剪重比) (kN)Mx(kN-m)Static Fx(kN)61240.66240.66( 7.678%)721.99179.3751798.161020.97( 6.153%)4668.59677.3541668.521522.94( 5.195%)10405.80526.3031670.121910.29( 4.497%)17475.82426.5721615.412178.09( 3.910%)26095.12310.17112838.593509.84( 3.146%)42154.370.00*今冬京*拿*拿*拿拿*拿*参*仅考虑丫向地震作用时的地震力（采用作强制刚性楼板假定模型计算结果）F