框架柱底部倾覆力矩占比计结果

1.竖向构件倾覆力矩及百分比(抗规方式)根据《高规》8.1.3-2条规定：抗震设计的框架-剪力墙结构，应根据在规定的水平力作用下结构底层框架部分承受的地震倾覆力矩与结构总地震倾覆力矩的比值，确定相应的设计方法，结构框架部分承受的地震倾覆力矩大于结构总地震倾覆力矩的10％但不大于50％时，按框架-剪力墙结构进行设计。表9-1X向静震工况下的倾覆力矩及百分比(单位kN.m)层号框架柱短肢墙普通墙斜撑总弯矩270.0(0.0%)0.0(0.0%)154.4(100.0%)0.0(0.0%)154.426116.7(25.3%)26.9(5.8%)318.0(68.9%)0.0(0.0%)461.725923.5(64.4%)14.3(1.0%)497.3(34.7%)0.0(0.0%)1435.1241496.9(51.4%)44.9(1.5%)1369.1(47.0%)0.0(0.0%)2910.9232158.4(45.6%)105.4(2.2%)2468.5(52.2%)0.0(0.0%)4732.4222867.2(42.1%)193.9(2.8%)3753.6(55.1%)0.0(0.0%)6814.6213621.5(39.6%)310.8(3.4%)5205.5(57.0%)0.0(0.0%)9137.8204425.8(37.8%)451.9(3.9%)6831.7(58.3%)0.0(0.0%)11709.4195273.2(36.3%)620.9(4.3%)8642.7(59.5%)0.0(0.0%)14536.7186174.1(35.1%)816.7(4.6%)10624.3(60.3%)0.0(0.0%)17615.1177112.3(34.0%)1039.3(5.0%)12783.2(61.1%)0.0(0.0%)20934.8168088.4(33.0%)1283.1(5.2%)15108.3(61.7%)0.0(0.0%)24479.8159101.6(32.2%)1556.5(5.5%)17576.3(62.3%)0.0(0.0%)28234.31410143.3(31.5%)1845.5(5.7%)20194.0(62.7%)0.0(0.0%)32182.81311205.3(30.9%)2162.4(6.0%)22949.4(63.2%)0.0(0.0%)36317.11212294.1(30.3%)2503.2(6.2%)25834.9(63.6%)0.0(0.0%)40632.21113396.1(29.7%)2867.2(6.4%)28862.7(64.0%)0.0(0.0%)45126.01014508.1(29.1%)3247.4(6.5%)32035.3(64.3%)0.0(0.0%)49790.9915622.5(28.6%)3662.5(6.7%)35329.8(64.7%)0.0(0.0%)54614.8816731.9(28.1%)4089.7(6.9%)38761.1(65.1%)0.0(0.0%)59582.7717825.5(27.6%)4533.5(7.0%)42328.5(65.4%)0.0(0.0%)64687.6618877.6(27.0%)4975.9(7.1%)46067.9(65.9%)0.0(0.0%)69921.4519911.1(26.4%)5419.6(7.2%)49949.9(66.4%)0.0(0.0%)75280.7420694.7(25.7%)5812.6(7.2%)54168.6(67.1%)0.0(0.0%)80675.9321478.2(23.5%)8146.7(8.9%)61857.1(67.6%)0.0(0.0%)91482.0224160.0(23.9%)9873.9(9.8%)67236.2(66.4%)0.0(0.0%)1.0e+5125475.7(23.1%)11209.0(10.2%)73404.0(66.7%)0.0(0.0%)1.1e+5根据《高规》8.1.3-2条规定：抗震设计的框架-剪力墙结构，应根据在规定的水平力作用下结构底层框架部分承受的地震倾覆力矩与结构总地震倾覆力矩的比值，确定相应的设计方法，结构框架部分承受的地震倾覆力矩大于结构总地震倾覆力矩的10％但不大于50％时，按框架-剪力墙结构进行设计。表9-2Y向静震工况下的倾覆力矩及百分比(单位kN.m)层号框架柱短肢墙普通墙斜撑总弯矩270.0(0.0%)0.0(0.0%)252.0(100.0%)0.0(0.0%)252.026142.8(21.7%)10.2(1.5%)505.1(76.8%)0.0(0.0%)658.1251183.5(79.2%)19.1(1.3%)291.2(19.5%)0.0(0.0%)1493.7242020.2(72.7%)37.6(1.4%)720.9(25.9%)0.0(0.0%)2778.7232940.2(67.1%)55.6(1.3%)1383.1(31.6%)0.0(0.0%)4378.8223909.5(62.7%)75.3(1.2%)2248.5(36.1%)0.0(0.0%)6233.3214945.0(59.2%)96.8(1.2%)3309.2(39.6%)0.0(0.0%)8351.0206048.2(56.3%)119.8(1.1%)4580.7(42.6%)0.0(0.0%)10748.7197223.3(53.8%)144.6(1.1%)6055.4(45.1%)0.0(0.0%)13423.3188461.3(51.7%)170.7(1.0%)7731.6(47.2%)0.0(0.0%)16363.6179767.0(49.9%)199.1(1.0%)9590.4(49.0%)0.0(0.0%)19556.51611119.2(48.4%)228.5(1.0%)11637.4(50.6%)0.0(0.0%)22985.01512529.2(47.0%)259.1(1.0%)13847.0(52.0%)0.0(0.0%)26635.31413972.9(45.8%)290.6(1.0%)16238.8(53.2%)0.0(0.0%)30502.31315465.0(44.7%)323.8(0.9%)18790.1(54.3%)0.0(0.0%)34578.81216970.0(43.7%)357.3(0.9%)21523.8(55.4%)0.0(0.0%)38851.11118508.0(42.7%)391.7(0.9%)24407.0(56.4%)0.0(0.0%)43306.71020038.0(41.8%)426.2(0.9%)27473.4(57.3%)0.0(0.0%)47937.6921574.9(40.9%)461.4(0.9%)30697.9(58.2%)0.0(0.0%)52734.1823076.1(40.0%)496.4(0.9%)34110.5(59.1%)0.0(0.0%)57683.0724562.4(39.1%)531.0(0.8%)37682.2(60.0%)0.0(0.0%)62775.6625979.3(38.2%)566.1(0.8%)41462.6(61.0%)0.0(0.0%)68008.0527398.3(37.3%)598.7(0.8%)45375.9(61.8%)0.0(0.0%)73372.9428544.8(36.3%)654.6(0.8%)49383.5(62.8%)0.0(0.0%)78582.9329228.2(32.5%)815.9(0.9%)59890.4(66.6%)0.0(0.0%)89934.5232904.1(32.8%)1289.6(1.3%)66050.4(65.9%)0.0(0.0%)1.0e+5134411.3(31.4%)1625.0(1.5%)73524.4(67.1%)0.0(0.0%)1.1e+5图9-1X向静震下倾覆力矩简图图9-2Y向静震下倾覆力矩简图2.竖向构件地震剪力及百分比表9-3X向地震工况下的剪力及百分比(单位kN)层号框架柱墙及支撑总剪力270.0(0.0%)50.3(100.0%)50.32628.8(29.0%)82.4(82.8%)99.525209.0(67.2%)189.9(61.1%)311.024157.3(33.6%)336.8(72.0%)467.923186.1(32.5%)406.3(71.0%)572.222204.5(31.5%)457.6(70.6%)648.421221.1(30.8%)506.7(70.6%)717.920237.8(30.1%)560.3(70.9%)790.019251.8(29.1%)620.0(71.7%)864.218268.6(28.7%)675.8(72.1%)937.217280.8(27.9%)732.3(72.7%)1006.616293.2(27.4%)783.6(73.2%)1071.015305.0(27.0%)830.2(73.5%)1129.914314.3(26.5%)874.3(73.9%)1183.813320.8(26.0%)918.1(74.4%)1234.812329.1(25.6%)959.2(74.7%)1284.511333.3(25.0%)1003.6(75.3%)1333.010336.7(24.4%)1046.4(75.8%)1379.69337.8(23.8%)1087.2(76.5%)1421.78336.8(23.1%)1125.6(77.1%)1459.47332.3(22.2%)1164.6(77.9%)1494.16320.5(21.0%)1208.9(79.2%)1526.95312.3(20.0%)1248.1(80.1%)1558.04245.7(15.6%)1333.6(84.5%)1577.93109.7(6.7%)1532.5(93.4%)1641.72484.6(25.8%)1410.7(75.2%)1876.31282.5(14.5%)1661.9(85.6%)1942.6表9-4Y向地震工况下的剪力及百分比(单位kN)层号框架柱墙及支撑总剪力270.0(0.0%)81.7(100.0%)81.72645.4(35.0%)85.0(65.5%)129.725230.1(91.1%)162.8(64.4%)252.724196.8(51.5%)228.7(59.9%)381.823220.7(47.4%)275.1(59.0%)466.222238.5(45.0%)310.9(58.7%)529.921258.2(43.3%)351.9(59.0%)596.820276.9(41.4%)403.5(60.3%)669.219296.8(40.1%)453.0(61.2%)740.418313.4(38.8%)503.9(62.4%)808.117331.9(38.1%)547.3(62.8%)871.316344.6(37.1%)591.2(63.6%)928.915359.8(36.6%)628.2(64.0%)981.914368.7(35.7%)669.8(64.8%)1033.113381.0(35.2%)706.0(65.2%)1082.112384.1(34.1%)747.1(66.3%)1126.611392.0(33.6%)778.8(66.7%)1167.010389.9(32.4%)818.4(67.9%)1204.89390.4(31.5%)852.4(68.8%)1239.48381.1(30.0%)891.7(70.2%)1269.87375.7(29.0%)924.5(71.3%)1297.46357.3(27.0%)969.2(73.2%)1324.05355.3(26.4%)995.5(73.8%)1348.34292.2(22.4%)1015.1(77.7%)1306.7380.6(5.7%)1336.8(94.5%)1415.02551.4(33.7%)1125.2(68.8%)1635.01264.5(15.6%)1432.1(84.5%)1694.2图9-3X向地震下剪力简图图9-4Y向地震下剪力简图3.单塔多塔通用的框架0.2Vo(0.25Vo)调整系数根据《高规》8.1.4条规定：框架‐剪力墙结构各层框架所承担的地震剪力不应小于结构底部总剪力20%和框架部分地震剪力最大值的1.5倍二者较小值。结构各楼层的调整情况具体如下表所示：0.2Vo调整中Vo的系数:alpha=0.200.2Vo调整中Vmax的系数:beta=1.500.2Vo调整方式:alpha*Vo和beta*Vmax两者取小0.2Vo调整上限:KQ_L=2.000.2Vo调整分段数:VSEG=1第1段位置:1-24层符号说明:Vc_p：调整前的本层框架剪力Vc_f：调整后的本层框架剪力Coef1：用户定义的0.2Vo调整系数Coef2：本层柱的0.2Vo调整系数计算值C02v_c：本层柱的0.2Vo调整系数最终采用值(如果用户定义采用用户定义值)C02v_w：本层墙的剪力调整系数表9-5X向地震工况下的各层塔的框架剪力(kN)层号Vc_palpha*Vobeta*VmaxVc_f25-2724163.6439.6819.1327.1723194.9439.6819.1389.9022215.7439.6819.1431.3721234.7439.6819.1434.1820253.6439.6819.1434.1819269.6439.6819.1434.1818288.5439.6819.1434.1817302.6439.6819.1434.1816316.9439.6819.1434.1815330.6439.6819.1434.1814341.7439.6819.1434.1813349.8439.6819.1434.1812359.9439.6819.1434.1811365.5439.6819.1434.1810370.1439.6819.1434.188,9372.4439.6819.1434.187368.5439.6819.1434.186356.4439.6819.1434.185348.3439.6819.1434.184275.0439.6819.1434.183123.1439.6819.1246.152546.0439.6819.1546.041319.7439.6819.1434.18表9-6X向地震工况下的各层塔的框架剪力调整系数层号Coef1Coef2C02v_cC02v_w25-2722-242.002.001.00211.851.851.00201.711.711.00191.611.611.00181.501.501.00171.441.441.00161.371.371.00151.311.311.00141.271.271.00131.241.241.00121.211.211.00111.191.191.008-101.171.171.0071.181.181.0061.221.221.0051.251.251.0041.581.581.0032.002.001.0021.001.001.0011.361.361.00表9-7Y向地震工况下的各层塔的框架剪力(kN)层号Vc_palpha*Vobeta*VmaxVc_f25-2724215.7439.61064.4430.5923246.1439.61064.4430.5922270.1439.61064.4430.5921295.8439.610