實(shí)驗(yàn)學(xué)校2號(hào)樓2單元結(jié)構(gòu)計(jì)算書

實(shí)驗(yàn)學(xué)校2號(hào)樓2單元結(jié)構(gòu)計(jì)算書

目錄1.上部結(jié)構(gòu)計(jì)算書 21.1計(jì)算軟件輸出文本 21.1.1結(jié)構(gòu)設(shè)計(jì)總信息 21.1.2周期和地震作用 51.1.3結(jié)構(gòu)位移 111.1.4117方向地震=1/1154(及其層號(hào)=3) 171.1.5水平力效應(yīng)驗(yàn)算 172.性能設(shè)計(jì) 20上部結(jié)構(gòu)計(jì)算書計(jì)算軟件輸出文本結(jié)構(gòu)設(shè)計(jì)總信息目錄:1.結(jié)構(gòu)總體和各層信息2.各層的重量、質(zhì)心和剛度中心3.各層的柱墻面積、墻長(zhǎng)度和建筑面積4.風(fēng)荷載5.側(cè)向剛度比1.結(jié)構(gòu)總體和各層信息總體信息結(jié)構(gòu)總層數(shù):5地下室層數(shù):0有側(cè)約束的地下室層數(shù):0嵌固層最大結(jié)構(gòu)層號(hào):0裙房層數(shù):0轉(zhuǎn)換層所在層號(hào):強(qiáng)制薄弱層結(jié)構(gòu)層號(hào):加強(qiáng)層所在的結(jié)構(gòu)層號(hào):結(jié)構(gòu)形式:框架結(jié)構(gòu)材料信息:砼結(jié)構(gòu)結(jié)構(gòu)重要性系數(shù):1.10豎向荷載計(jì)算標(biāo)志:考慮模擬施工考慮重力二階效應(yīng):放大系數(shù)梁柱重疊部分簡(jiǎn)化為剛域:考慮砼柱計(jì)算長(zhǎng)度系數(shù)計(jì)算原則:按層梁配筋計(jì)算考慮壓筋的影響:考慮梁配筋計(jì)算考慮板的影響:考慮鋼柱計(jì)算長(zhǎng)度系數(shù)有無(wú)考慮側(cè)移標(biāo)志:不考慮墻豎向細(xì)分最大尺寸:2.00m墻梁板水平細(xì)分最大尺寸:2.00m異形柱結(jié)構(gòu):不是裝配式結(jié)構(gòu):不是所有樓層強(qiáng)制采用剛性樓板假定:實(shí)際填充墻剛度:周期折減加大地震作用來(lái)考慮計(jì)算中考慮樓梯構(gòu)件的影響:考慮是否為高層結(jié)構(gòu):多層各分塔和整體分別計(jì)算并配筋取大值:取本模型結(jié)果建筑結(jié)構(gòu)可靠性標(biāo)準(zhǔn)GB50068-2018:滿足地震信息地震力計(jì)算:水平計(jì)算豎向振型:不算地震水準(zhǔn):多遇地震設(shè)防烈度:7.00場(chǎng)地類別(0,1,2,3,4),-4上海地區(qū)為:2地震設(shè)計(jì)分組:1水平地震影響系數(shù)最大值:按規(guī)范要求特征周期:按規(guī)范要求計(jì)算地震作用的結(jié)構(gòu)阻尼比:0.05地震影響系數(shù)曲線下降段的衰減指數(shù):按規(guī)范要求地震作用方向:0.0,90.0,27.0,117.0振型計(jì)算方法:Lanczos法振型數(shù):15計(jì)算扭轉(zhuǎn)的地震方向:單向考慮偶然偏心:按指定偏心偶然偏心時(shí)質(zhì)量偏心:5.0%,5.0%,5.0%,5.0%框架抗震等級(jí):3剪力墻抗震等級(jí):3構(gòu)造抗震等級(jí):同抗震等級(jí)周期折減系數(shù):0.70全樓地震力放大系數(shù):1.00頂部小塔樓考慮鞭梢效應(yīng)的放大系數(shù):1.00框架剪力調(diào)整:不調(diào)整0.2V0調(diào)整系數(shù)上限:2.00框支柱調(diào)整系數(shù)上限:5.00性能要求:性能1風(fēng)導(dǎo)算信息自動(dòng)導(dǎo)算風(fēng)力:計(jì)算計(jì)算風(fēng)荷的基本風(fēng)壓:0.40kN/m2承載力設(shè)計(jì)時(shí)風(fēng)荷載效應(yīng)放大系數(shù):1.00計(jì)算風(fēng)荷的結(jié)構(gòu)阻尼比:0.05基底相對(duì)風(fēng)為0的標(biāo)高:0.00m地面粗糙度:B風(fēng)體形系數(shù)分段數(shù):1第1段體形系數(shù)最高層號(hào):5第1段體形系數(shù):1.30計(jì)算層風(fēng)荷載的結(jié)構(gòu)基本周期:按經(jīng)驗(yàn)公式自動(dòng)計(jì)算風(fēng)作用方向:0.0,90.0,180.0,270.0橫風(fēng)向風(fēng)振影響:不考慮扭轉(zhuǎn)風(fēng)振影響:不考慮計(jì)算舒適度的基本風(fēng)壓:0.25kN/m2計(jì)算舒適度的結(jié)構(gòu)阻尼比:0.02調(diào)整信息連梁剛度折減系數(shù):0.60中梁(H<800mm)剛度放大系數(shù):1.50中梁(H>=800mm)剛度放大系數(shù):1.00梁負(fù)彎矩調(diào)幅系數(shù):0.80梁跨中彎矩放大系數(shù):1.00梁扭矩折減系數(shù):0.40裝配式現(xiàn)澆墻柱地震內(nèi)力放大系數(shù):1.10是否要進(jìn)行墻柱基礎(chǔ)活荷載折減標(biāo)志:不折減考慮活載不利布置:考慮考慮結(jié)構(gòu)使用年限的活載調(diào)整系數(shù):1.00組合系數(shù)恒荷載分項(xiàng)系數(shù):1.30水荷載分項(xiàng)系數(shù):1.35活荷載分項(xiàng)系數(shù):1.50非屋面活載組合值系數(shù):0.70屋面活載組合值系數(shù):0.70活載重力荷載代表值系數(shù):0.50吊車荷載分項(xiàng)系數(shù):1.50吊車荷載組合值系數(shù):0.70吊車重力荷載代表值系數(shù):0.00溫度荷載分項(xiàng)系數(shù):1.50溫度組合值系數(shù):0.60雪荷載分項(xiàng)系數(shù):1.50雪荷載組合值系數(shù):0.70風(fēng)荷載分項(xiàng)系數(shù):1.50風(fēng)荷載組合系數(shù):0.60水平地震荷載分項(xiàng)系數(shù):1.30豎向地震荷載分項(xiàng)系數(shù):0.50非屋面活載準(zhǔn)永久值系數(shù):0.40屋面活載準(zhǔn)永久值系數(shù):0.40吊車荷載準(zhǔn)永久值系數(shù):0.50雪荷載準(zhǔn)永久值系數(shù):0.20材料信息砼構(gòu)件的容重:26.0kN/m3梁主筋級(jí)別或強(qiáng)度:360.0N/mm2梁箍筋級(jí)別或強(qiáng)度:360.0N/mm2柱主筋級(jí)別或強(qiáng)度:360.0N/mm2柱箍筋級(jí)別或強(qiáng)度:360.0N/mm2墻端暗柱主筋級(jí)別或強(qiáng)度:360.0N/mm2墻水平分布筋級(jí)別或強(qiáng)度:360.0N/mm2板鋼筋級(jí)別或強(qiáng)度:360.0N/mm2梁保護(hù)層厚度(按2010混規(guī)):20mm柱保護(hù)層厚度(按2010混規(guī)):20mm墻保護(hù)層厚度(按2010混規(guī)):15mm板保護(hù)層厚度(按2010混規(guī)):15mm混凝土熱膨脹系數(shù)(1/℃):1.00e-005鋼構(gòu)件容重:78.0kN/m3鋼構(gòu)件牌號(hào):Q235型鋼構(gòu)件牌號(hào):Q235凈截面和毛截面比值:0.9鋼熱膨脹系數(shù)(1/℃):1.20e-005地下室信息X向基床反力系數(shù):10000kN/m3Y向基床反力系數(shù):10000kN/m3Z向基床反力系數(shù):10000kN/m3地基承載力特征值:180kN/m2作用于管廊頂?shù)牡孛娓郊踊钶d:0.00kN/m2倉(cāng)室底管道和人工檢修的荷載:6.00kN/m2倉(cāng)室頂?shù)蹉^的荷載:0.00kN/m2管廊頂?shù)装迦朔赖刃Ш奢d:0kN/m2作用于管廊外墻的地面附加活載:3.50kN/m2內(nèi)墻面每側(cè)設(shè)備荷載:4.00kN/m2管廊外墻人防等效荷載:0kN/m2土的自重:18.00kN/m3相對(duì)管廊最高點(diǎn)的地面標(biāo)高:0.00m相對(duì)管廊最高點(diǎn)的水位標(biāo)高:0.00m地下墻梁板最大裂縫:0.20mm剪力墻底部加強(qiáng)區(qū)的層和塔信息層號(hào)塔塊號(hào)11約束邊緣構(gòu)件的層和塔信息層號(hào)塔塊號(hào)11每層幾何信息層號(hào)下端層號(hào)相對(duì)下端層高(m)相對(duì)0層層高(m)塔塊號(hào)105.705.701213.609.301323.6012.901433.6016.501543.6020.101每層材料信息(一)層號(hào)剪力墻柱砼等級(jí)梁砼等級(jí)板砼等級(jí)砂漿強(qiáng)度等級(jí)砌塊強(qiáng)度等級(jí)13030305.007.5023030305.007.5033030305.007.5043035355.007.5053035355.007.50每層材料信息(二)層號(hào)砼斜柱砼斜柱鋼管砼柱鋼管砼柱鋼管砼柱彈性模量抗壓設(shè)計(jì)強(qiáng)度砼彈性模量砼抗壓設(shè)計(jì)強(qiáng)度鋼管鋼牌號(hào)130.00.025.00.01.0230.00.025.00.01.0330.00.025.00.01.0430.00.025.00.01.0530.00.025.00.01.0每層墻柱梁板數(shù)量層號(hào)塔號(hào)梁數(shù)柱數(shù)墻段數(shù)板數(shù)11113327492111131050311123105041122290515154130252.各層的重量、質(zhì)心和剛度中心重量=恒載+活載質(zhì)量=恒載+0.50活載層號(hào)塔號(hào)恒載(kN)活載(kN)重量(kN)質(zhì)量(kN)質(zhì)量比質(zhì)心(X,Y)(m)剛心(X,Y)(m)偏心率(X,Y)1112865314316008144370.8425.08212.98226.45711.0290.0770.1232110887250313390121391.0026.04212.96127.24014.8850.0650.1163110876250413380121281.4626.16012.92027.24014.8850.0580.1194116193296319157176750.4225.34911.99027.83114.9220.1350.180517321265758674541.0031.23919.52434.04019.3790.1820.012合計(jì):58143113796952263832最大上下層質(zhì)量比:1.463.各層的柱面積、短肢墻面積、一般墻面積、墻總長(zhǎng)、建筑面積、單位面積重量單位面積重量=(恒載+活載)/建筑面積層號(hào)塔號(hào)柱面積(m2)短肢墻面積(m2)一般墻面積(m2)墻總長(zhǎng)(m)建筑面積(m2)單位面積重量(kN/m2)1111.030.006.1830.901022.1115.662110.640.000.000.00973.6913.753110.640.000.000.00973.6913.744110.480.000.000.00972.6519.70515.280.000.000.00417.4818.17合計(jì):48.070.006.1830.904359.6215.954.風(fēng)荷載層號(hào)塔號(hào)0度風(fēng)(kN)90度風(fēng)(kN)180度風(fēng)(kN)270度風(fēng)(kN)1168.62140.7968.62140.792145.1288.9245.1288.923148.7095.9848.7095.984152.43103.3352.43103.335125.3991.9825.3991.98合計(jì):240.26521.00240.26521.005.層剛度比5.1等效剪切剛度比(高規(guī)E.0.1)0(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1166257062.520.702.550.801.002126256001.000.701.220.801.003126256021.030.701.004125570132.010.701.005112731481.0090(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1184932262.590.702.600.801.002132742291.000.701.150.801.003132742331.010.701.004132570831.610.701.005120246591.0027(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1197593912.550.702.570.801.002138258951.000.701.190.801.003138258991.020.701.004137570001.830.701.005120535591.00117(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1145595132.640.702.630.801.002117253621.000.701.100.801.003117253650.990.701.004117412231.420.701.005112259871.005.2側(cè)向剛度比(抗規(guī)3.4.3條文說(shuō)明)樓層側(cè)向剛度=層剪力/層間位移0(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1134618752.750.703.220.801.002112583541.250.701.550.801.003110083791.050.701.00419607852.060.701.00514658801.0090(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1148670663.970.704.790.801.002112248591.280.701.670.801.00319571901.110.701.00418639212.320.701.00513727961.0027(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1138092643.010.703.540.801.002112664431.260.701.580.801.003110089431.060.701.00419489072.110.701.00514503721.00117(度)方向?qū)犹?hào)塔號(hào)層側(cè)向剛度本層/上層最小比值本層/上三層平均值最小比值地震剪力增大1139376003.350.704.010.801.002111749641.270.701.650.801.00319248821.100.701.00418425962.260.701.00513735611.00周期和地震作用1.折減前振動(dòng)周期(秒)、振型參與質(zhì)量2.平動(dòng)系數(shù)和扭轉(zhuǎn)系數(shù)3.各地震作用工況的標(biāo)準(zhǔn)值4.地震反應(yīng)譜分析結(jié)果1.折減前振動(dòng)周期(秒)、振型參與質(zhì)量振型號(hào)周期(秒)單個(gè)振型參與質(zhì)量(%)累加振型參與質(zhì)量(%)X平動(dòng)Y平動(dòng)扭轉(zhuǎn)X平動(dòng)Y平動(dòng)扭轉(zhuǎn)10.66825438.8329.893.2838.8329.893.2820.65067732.3839.860.1371.2169.753.4130.5362443.261.6562.2074.4771.3965.6140.2282890.018.382.5474.4779.7768.1550.21552710.210.033.7984.6979.8071.9460.1912760.070.228.4984.7580.0280.4370.1541290.825.623.3485.5785.6583.7880.1405785.781.231.3291.3586.8885.0990.1244781.000.604.6492.3587.4789.73100.0962821.016.380.8193.3693.8690.54合計(jì):93.3693.8690.542.平動(dòng)系數(shù)和扭轉(zhuǎn)系數(shù)結(jié)構(gòu)層1-5(塔1)平動(dòng)系數(shù)和扭轉(zhuǎn)系數(shù)振型號(hào)周期(秒)轉(zhuǎn)角(度)平動(dòng)系數(shù)(X+Y)扭轉(zhuǎn)系數(shù)10.66825442.080.96(0.53+0.43)0.0420.650677131.551.00(0.44+0.56)0.0030.53624435.060.13(0.08+0.05)0.8740.22828991.630.97(0.00+0.97)0.0350.2155272.120.96(0.95+0.00)0.0460.19127623.560.02(0.01+0.01)0.9870.154129109.150.79(0.09+0.70)0.2180.14057823.730.96(0.79+0.16)0.0490.12447824.210.26(0.14+0.12)0.74100.096282112.140.84(0.12+0.72)0.16扭轉(zhuǎn)第1周期/平動(dòng)第1周期=0.536244/0.668254=80.25%本塔最不利地震方向=22.33度3.各地震作用工況的標(biāo)準(zhǔn)值地震方向0.00度振型1層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1161.65-33.61-367.1821179.84-142.74-846.2331316.85-273.91-1459.8441612.54-557.08-2809.1151356.13-332.35-1000.57合計(jì):1527.01-1339.69-6482.93振型2層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1145.6736.86-203.3121150.87158.95-185.1431274.93303.13-223.1941546.78625.11-482.0551285.98322.94-128.69合計(jì):1304.221446.99-1222.39振型3層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)112.61-8.69423.212123.07-18.251244.293145.36-31.322255.4841108.28-76.934452.1551-23.1924.211608.54合計(jì):156.12-110.979983.66振型4層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)110.37-2.23-8.59210.23-7.61-22.0731-0.10-8.72-29.5941-0.43-3.20-24.36510.259.94-6.94合計(jì):0.33-11.82-91.55振型5層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11171.317.11-984.8921356.9615.15-1305.5631333.4313.48-1243.614126.232.67-612.2551-366.47-7.97-363.55合計(jì):521.4630.42-4509.85振型6層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-0.66-2.98174.72212.98-4.23363.06313.86-2.40355.5241-0.512.5034.7451-2.310.95-411.32合計(jì):3.37-6.17516.72振型7層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1122.67-51.91404.592136.36-101.86642.72319.83-32.28285.9041-42.52126.10-698.785115.59-49.77594.41合計(jì):41.92-109.721228.84振型8層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11192.9057.9821.7521256.10135.881033.65313.1131.29844.0741-333.53-154.03-453.0951173.6763.78533.08合計(jì):292.26134.911979.47振型9層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1155.41-14.09-1311.112122.59-48.01-1384.0131-32.691.9970.2041-24.8747.851906.225126.90-24.34-641.04合計(jì):47.33-36.60-1359.74振型10層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1152.66-118.34915.49215.28-34.51135.7231-35.6793.34-637.284125.12-57.47168.9551-5.0610.60-46.32合計(jì):42.33-106.38536.55各振型作用下0.00度方向的基底剪力和扭矩:振型號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11527.01-1339.69-6482.9321304.221446.99-1222.393156.12-110.979983.6640.33-11.82-91.555521.4630.42-4509.8563.37-6.17516.72741.92-109.721228.848292.26134.911979.47947.33-36.60-1359.741042.33-106.38536.550.00度總的地震作用:X方向作用=2895.05(kN)Y方向作用=537.96(kN)扭矩=12496.83(kN.m)地震方向90.00度振型1層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-54.0929.49322.1421-157.78125.23742.4231-277.98240.311280.7541-537.39488.742464.5151-312.44291.58877.83合計(jì):-1339.691175.345687.65振型2層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1150.6740.89-225.5721167.38176.35-205.4031305.03336.31-247.6341606.63693.54-534.8251317.28358.29-142.77合計(jì):1446.991605.38-1356.20振型3層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-1.856.17-300.8121-16.4012.97-884.4431-32.2422.26-1603.1941-76.9754.68-3164.585116.49-17.21-1143.35合計(jì):-110.9778.88-7096.37振型4層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-13.3680.87310.9521-8.48275.33798.67313.44315.541070.784115.51115.81881.7251-8.93-359.90251.10合計(jì):-11.82427.653313.21振型5層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1110.000.41-57.462120.830.88-76.173119.450.79-72.56411.530.16-35.7251-21.38-0.47-21.21合計(jì):30.421.78-263.13振型6層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)111.205.47-320.2321-5.477.76-665.4331-7.074.40-651.60410.94-4.59-63.66514.23-1.73753.87合計(jì):-6.1711.31-947.06振型7層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-59.33135.85-1058.8321-95.15266.57-1682.0131-25.7384.47-748.2141111.28-330.001828.7451-40.79130.24-1555.60合計(jì):-109.72287.13-3215.91振型8層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1189.0426.7710.0421118.2262.72477.13311.4414.45389.6241-153.96-71.10-209.145180.1729.44246.07合計(jì):134.9162.27913.72振型9層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-42.8510.901013.9021-17.4737.131070.273125.28-1.54-54.294119.24-37.00-1474.1051-20.8018.83495.72合計(jì):-36.6028.311051.50振型10層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-132.34297.42-2300.7821-13.2686.72-341.093189.64-234.571601.6041-63.13144.43-424.595112.71-26.63116.42合計(jì):-106.38267.36-1348.44各振型作用下90.00度方向的基底剪力和扭矩:振型號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1-1339.691175.345687.6521446.991605.38-1356.203-110.9778.88-7096.374-11.82427.653313.21530.421.78-263.136-6.1711.31-947.067-109.72287.13-3215.918134.9162.27913.729-36.6028.311051.5010-106.38267.36-1348.4490.00度總的地震作用:X方向作用=537.96(kN)Y方向作用=2828.32(kN)扭矩=8942.86(kN.m)地震方向27.00度振型1層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1130.38-16.56-180.912188.61-70.33-416.9431156.12-134.96-719.2741301.80-274.48-1384.0751175.47-163.75-492.99合計(jì):752.37-660.07-3194.19振型2層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1163.6951.40-283.5621210.41221.69-258.2131383.44422.78-311.2941762.59871.84-672.3251398.85450.40-179.48合計(jì):1818.982018.10-1704.86振型3層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)111.48-4.94240.512113.11-10.37707.143125.78-17.801281.814161.54-43.722530.2151-13.1813.76914.15合計(jì):88.72-63.075673.83振型4層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-5.7434.73133.5121-3.64118.22342.92311.48135.48459.76416.6649.73378.5851-3.83-154.53107.81合計(jì):-5.07183.621422.59振型5層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11157.186.52-903.6321327.5113.90-1197.8431305.9212.36-1141.004124.062.45-561.7351-336.23-7.31-333.55合計(jì):478.4327.91-4137.76振型6層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-0.04-0.1810.29210.18-0.2521.39310.23-0.1420.9541-0.030.152.0551-0.140.06-24.23合計(jì):0.20-0.3630.45振型7層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-6.7415.42-120.2121-10.8030.26-190.9531-2.929.59-84.944112.63-37.46207.6151-4.6314.79-176.60合計(jì):-12.4632.60-365.09振型8層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11212.3163.8123.9421281.86149.541137.61313.4334.44928.9641-367.07-169.52-498.6551191.1370.19586.69合計(jì):321.65148.472178.55振型9層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)1129.92-7.61-707.912112.20-25.92-747.2731-17.651.0837.9141-13.4325.841029.225114.52-13.14-346.12合計(jì):25.56-19.76-734.16振型10層號(hào)塔號(hào)X方向作用(kN)Y方向作用(kN)扭矩(kN.m)11-13.1629.58-228.8321-1.328.62-33.92