實驗學校2號樓2單元結構計算書

實驗學校2號樓2單元結構計算書

目錄1.上部結構計算書 21.1計算軟件輸出文本 21.1.1結構設計總信息 21.1.2周期和地震作用 51.1.3結構位移 111.1.4117方向地震=1/1154(及其層號=3) 171.1.5水平力效應驗算 172.性能設計 20上部結構計算書計算軟件輸出文本結構設計總信息目錄:1.結構總體和各層信息2.各層的重量、質(zhì)心和剛度中心3.各層的柱墻面積、墻長度和建筑面積4.風荷載5.側向剛度比1.結構總體和各層信息總體信息結構總層數(shù):5地下室層數(shù):0有側約束的地下室層數(shù):0嵌固層最大結構層號:0裙房層數(shù):0轉(zhuǎn)換層所在層號:強制薄弱層結構層號:加強層所在的結構層號:結構形式:框架結構材料信息:砼結構結構重要性系數(shù):1.10豎向荷載計算標志:考慮模擬施工考慮重力二階效應:放大系數(shù)梁柱重疊部分簡化為剛域:考慮砼柱計算長度系數(shù)計算原則:按層梁配筋計算考慮壓筋的影響:考慮梁配筋計算考慮板的影響:考慮鋼柱計算長度系數(shù)有無考慮側移標志:不考慮墻豎向細分最大尺寸:2.00m墻梁板水平細分最大尺寸:2.00m異形柱結構:不是裝配式結構:不是所有樓層強制采用剛性樓板假定:實際填充墻剛度:周期折減加大地震作用來考慮計算中考慮樓梯構件的影響:考慮是否為高層結構:多層各分塔和整體分別計算并配筋取大值:取本模型結果建筑結構可靠性標準GB50068-2018:滿足地震信息地震力計算:水平計算豎向振型:不算地震水準:多遇地震設防烈度:7.00場地類別(0,1,2,3,4),-4上海地區(qū)為:2地震設計分組: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)范要求計算地震作用的結構阻尼比: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振型計算方法:Lanczos法振型數(shù):15計算扭轉(zhuǎn)的地震方向:單向考慮偶然偏心:按指定偏心偶然偏心時質(zhì)量偏心:5.0%,5.0%,5.0%,5.0%框架抗震等級:3剪力墻抗震等級:3構造抗震等級:同抗震等級周期折減系數(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風導算信息自動導算風力:計算計算風荷的基本風壓:0.40kN/m2承載力設計時風荷載效應放大系數(shù):1.00計算風荷的結構阻尼比:0.05基底相對風為0的標高:0.00m地面粗糙度:B風體形系數(shù)分段數(shù):1第1段體形系數(shù)最高層號:5第1段體形系數(shù):1.30計算層風荷載的結構基本周期:按經(jīng)驗公式自動計算風作用方向:0.0,90.0,180.0,270.0橫風向風振影響:不考慮扭轉(zhuǎn)風振影響:不考慮計算舒適度的基本風壓:0.25kN/m2計算舒適度的結構阻尼比: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是否要進行墻柱基礎活荷載折減標志:不折減考慮活載不利布置:考慮考慮結構使用年限的活載調(diào)整系數(shù):1.00組合系數(shù)恒荷載分項系數(shù):1.30水荷載分項系數(shù):1.35活荷載分項系數(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溫度荷載分項系數(shù):1.50溫度組合值系數(shù):0.60雪荷載分項系數(shù):1.50雪荷載組合值系數(shù):0.70風荷載分項系數(shù):1.50風荷載組合系數(shù):0.60水平地震荷載分項系數(shù):1.30豎向地震荷載分項系數(shù):0.50非屋面活載準永久值系數(shù):0.40屋面活載準永久值系數(shù):0.40吊車荷載準永久值系數(shù):0.50雪荷載準永久值系數(shù):0.20材料信息砼構件的容重:26.0kN/m3梁主筋級別或強度:360.0N/mm2梁箍筋級別或強度:360.0N/mm2柱主筋級別或強度:360.0N/mm2柱箍筋級別或強度:360.0N/mm2墻端暗柱主筋級別或強度:360.0N/mm2墻水平分布筋級別或強度:360.0N/mm2板鋼筋級別或強度:360.0N/mm2梁保護層厚度(按2010混規(guī)):20mm柱保護層厚度(按2010混規(guī)):20mm墻保護層厚度(按2010混規(guī)):15mm板保護層厚度(按2010混規(guī)):15mm混凝土熱膨脹系數(shù)(1/℃):1.00e-005鋼構件容重:78.0kN/m3鋼構件牌號:Q235型鋼構件牌號: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倉室底管道和人工檢修的荷載:6.00kN/m2倉室頂?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)墻面每側設備荷載:4.00kN/m2管廊外墻人防等效荷載:0kN/m2土的自重:18.00kN/m3相對管廊最高點的地面標高:0.00m相對管廊最高點的水位標高:0.00m地下墻梁板最大裂縫:0.20mm剪力墻底部加強區(qū)的層和塔信息層號塔塊號11約束邊緣構件的層和塔信息層號塔塊號11每層幾何信息層號下端層號相對下端層高(m)相對0層層高(m)塔塊號105.705.701213.609.301323.6012.901433.6016.501543.6020.101每層材料信息(一)層號剪力墻柱砼等級梁砼等級板砼等級砂漿強度等級砌塊強度等級13030305.007.5023030305.007.5033030305.007.5043035355.007.5053035355.007.50每層材料信息(二)層號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計強度砼彈性模量砼抗壓設計強度鋼管鋼牌號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)量層號塔號梁數(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活載層號塔號恒載(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: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、建筑面積、單位面積重量單位面積重量=(恒載+活載)/建筑面積層號塔號柱面積(m2)短肢墻面積(m2)一般墻面積(m2)墻總長(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:48.070.006.1830.904359.6215.954.風荷載層號塔號0度風(kN)90度風(kN)180度風(kN)270度風(kN)1168.62140.7968.62140.792145.1288.9245.1288.923148.7095.9848.7095.984152.43103.3352.43103.335125.3991.9825.3991.98合計: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)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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側向剛度比(抗規(guī)3.4.3條文說明)樓層側向剛度=層剪力/層間位移0(度)方向?qū)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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)犹査枌觽认騽偠缺緦?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.折減前振動周期(秒)、振型參與質(zhì)量2.平動系數(shù)和扭轉(zhuǎn)系數(shù)3.各地震作用工況的標準值4.地震反應譜分析結果1.折減前振動周期(秒)、振型參與質(zhì)量振型號周期(秒)單個振型參與質(zhì)量(%)累加振型參與質(zhì)量(%)X平動Y平動扭轉(zhuǎn)X平動Y平動扭轉(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:93.3693.8690.542.平動系數(shù)和扭轉(zhuǎn)系數(shù)結構層1-5(塔1)平動系數(shù)和扭轉(zhuǎn)系數(shù)振型號周期(秒)轉(zhuǎn)角(度)平動系數(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準值地震方向0.00度振型1層號塔號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:1527.01-1339.69-6482.93振型2層號塔號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:1304.221446.99-1222.39振型3層號塔號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:156.12-110.979983.66振型4層號塔號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:0.33-11.82-91.55振型5層號塔號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:521.4630.42-4509.85振型6層號塔號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:3.37-6.17516.72振型7層號塔號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:41.92-109.721228.84振型8層號塔號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:292.26134.911979.47振型9層號塔號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:47.33-36.60-1359.74振型10層號塔號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: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層號塔號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:-1339.691175.345687.65振型2層號塔號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:1446.991605.38-1356.20振型3層號塔號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:-110.9778.88-7096.37振型4層號塔號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:-11.82427.653313.21振型5層號塔號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:30.421.78-263.13振型6層號塔號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:-6.1711.31-947.06振型7層號塔號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:-109.72287.13-3215.91振型8層號塔號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:134.9162.27913.72振型9層號塔號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:-36.6028.311051.50振型10層號塔號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:-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層號塔號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:752.37-660.07-3194.19振型2層號塔號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:1818.982018.10-1704.86振型3層號塔號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:88.72-63.075673.83振型4層號塔號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:-5.07183.621422.59振型5層號塔號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:478.4327.91-4137.76振型6層號塔號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:0.20-0.3630.45振型7層號塔號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:-12.4632.60-365.09振型8層號塔號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:321.65148.472178.55振型9層號塔號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:25.56-19.76-734.16振型10層號塔號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