B S A 計算結(jié)果匯總

TBSA計算結(jié)果匯總-----------------------------------------------------------計算程序:TBSAV6.0開發(fā)單位:中國建筑科學(xué)研究院高層建筑技術(shù)開發(fā)部電話:(010)84280389傳真:(010)84281347主頁:-----------------------------------------------------------項目名稱:多層旅館設(shè)計1250411設(shè)計單位:設(shè)計:審核:審定:計算時間:2008年5月4日10:52:31-----------------------------------------------------------目錄--------(1)結(jié)構(gòu)總信息(2)樓層質(zhì)量及質(zhì)心(3)各層風(fēng)荷載(4)周期、振型及地震力(5)振型方向因子和有效質(zhì)量(6)地震作用下樓層剪力(7)各工況外載合力(8)各工況下樓層位移(9)各樓層的剛度比(10)框剪結(jié)構(gòu)柱剪力調(diào)整系數(shù)(11)框剪結(jié)構(gòu)底部框架傾覆力矩(12)薄弱層驗算結(jié)果(1)結(jié)構(gòu)總信息--------------結(jié)構(gòu)類型:框架結(jié)構(gòu)計算層數(shù):10塔塊數(shù):4地下室層數(shù)0地下室約束層數(shù):0是否考慮風(fēng)荷載:考慮是否考慮地震作用:考慮是否考慮P-Δ效應(yīng):不考慮是否考慮模擬施工:不考慮是否考慮活荷載不利布置:考慮是否考慮活荷載折減:考慮是否考慮豎向地震荷載:不考慮是否考慮耦連:考慮是否考慮雙向地震作用:不考慮是否考慮偶然偏心:不考慮抗震設(shè)防烈度:7.0場地類型:3設(shè)計地震分組:1框架抗震等級:三級剪力墻抗震等級:無剪力墻振型數(shù):9地震反應(yīng)譜曲線選取方式:按抗震規(guī)范周期折減系數(shù):0.700地震力調(diào)整系數(shù):1.000計算地震力時活荷載質(zhì)量調(diào)整系數(shù):0.500突出小塔樓地震力放大倍數(shù):2.000結(jié)構(gòu)阻尼比:0.050鋼結(jié)構(gòu)容重:78.000混凝土結(jié)構(gòu)容重:25.000連梁剛度調(diào)整系數(shù):1.000垂直荷載下梁彎矩調(diào)幅系數(shù):0.850垂直荷載下梁彎矩增大系數(shù):1.000(2)樓層質(zhì)量及質(zhì)心------------------層號塔塊號層質(zhì)量(T)質(zhì)心x(m)質(zhì)心y(m)扭轉(zhuǎn)慣性矩(T*m*m)111516.0228.78618.273605025.81211474.3328.78518.273586053.00311463.8128.78518.272581056.69411463.8128.78518.272581056.69511463.8128.78518.272581056.69611454.3428.77918.268573889.13711173.6428.83618.368372544.728267.622.78915.8721759.8893134.1932.40018.3005112.7910468.4654.77920.6571795.68結(jié)構(gòu)總質(zhì)量:M=10280.02(T)結(jié)構(gòu)質(zhì)心x=28.840(m)y=18.283(m)(3)各層風(fēng)荷載--------------x方向風(fēng)荷載-----------層號塔塊號風(fēng)荷載(kN)作用點y(m)11116.2118.3002199.1518.30031106.9918.30041114.8318.30051133.6618.30061159.0818.3007173.8818.3008254.4315.9009392.1618.30010454.4320.700基底總風(fēng)荷載:Q=1004.83(kN)M=16941.45(kN-m)y方向風(fēng)荷載-----------層號塔塊號風(fēng)荷載(kN)作用點x(m)1111882.899288.80002111556.044288.80003111668.388288.80004111880.711288.80005112110.355288.80006112550.366288.80007112662.700288.8000822334.38833.6000933440.966322.40001044334.388544.0000基底底總風(fēng)荷載載:QQ=15221.144(kN))MM=244471.996(kNN-m)(4)周期、振振型及地震震力--------------------------第1振型:周期1.199639(Secc.)剛性塊號層號塔塊號XYT111--0.1888020.011164--0.000001221--0.3556630.022217--0.000002331--0.5227090.033300--0.000003441--0.6881700.044297--0.000003551--0.8006670.055126--0.000003661--0.8996480.055746--0.000003771--0.9556850.066134--0.000003882--0.9887290.066266--0.000012993--1.0000000.066438--0.0000061101104--0.9887410.0661360.000004第2振型:周期1.166971(Secc.)剛性塊號層號塔塊號XYT1110.0112190.1885930.0000252210.0222880.3551100.0000473310.0333530.5117840.0000704410.0443000.6668530.0000905510.0550440.7990460.0001086610.0555560.8778680.0001227710.0558830.9339460.0001358820.0664300.9227730.0000959930.0661590.9993670.00014211011040.0557691.0000000.000184第3振型:周期1.066947(Secc.)剛性塊號層號塔塊號XYT111--0.000016--0.0004910.000760221--0.000029--0.0009210.011404331--0.000044--0.0113470.022051441--0.000060--0.0117160.022632551--0.000077--0.0119950.033095661--0.000079--0.0221890.033422771--0.000465--0.0220530.0336578820.088952--1.0000000.033804993--0.0002260.1116380.0338091101104--0.0991300.9554310.033801第4振型:周期0.400914(Secc.)剛性塊號層號塔塊號XYT111--0.3662370.000925--0.000002221--0.5881080.011470--0.000002331--0.6112630.011551--0.000000441--0.4220040.0110700.000003551--0.0771970.0001910.0000066610.300651--0.0007770.0000087710.655737--0.0115300.0000068820.844525--0.0220030.0000529931.000000--0.0222030.00001911011040.844709--0.011631--0.000015第5振型:周期0.399755(Secc.)剛性塊號層號塔塊號XYT111--0.000905--0.377366--0.000095221--0.011450--0.599511--0.000152331--0.011513--0.622466--0.000167441--0.011007--0.422512--0.000128551--0.000125--0.066799--0.0000486610.0008080.3220780.0000497710.0116580.6662940.0001738820.0226680.766449--0.0000839930.0225951.0000000.00025611011040.0116090.8881060.000546第6振型:周期0.366757(Secc.)剛性塊號層號塔塊號XYT111--0.000015--0.0119290.011538221--0.000036--0.0229700.022381331--0.000070--0.0228730.022432441--0.000103--0.0115410.011571551--0.0001080.0004580.000116661--0.0000740.022299--0.0114127710.0003120.033230--0.022904882--0.0992531.000000--0.0440399930.000198--0.111448--0.04427711011040.099274--0.911875--0.033995第7振型:周期0.255594(Secc.)剛性塊號層號塔塊號XYT1110.222681--0.0000400.0000022210.266569--0.0000460.0000023310.088417--0.000016--0.000001441--0.1777750.000028--0.000004551--0.2886810.000047--0.000003661--0.1447600.0000250.0000027710.211787--0.0000330.0000098820.444694--0.0006780.0000789931.0000000.0000060.00003911011040.4551190.000099--0.000008第8振型:周期0.244232(Secc.)剛性塊號層號塔塊號XYT1110.0000450.2777990.0001842210.0000550.3116200.0002173310.0000160.0884060.000084441--0.000037--0.233157--0.000121551--0.000047--0.344086--0.000230661--0.000008--0.144168--0.0001547710.0000120.2669260.0001528820.0006290.422609--0.0002529930.0002041.0000000.0005401101104--0.0110040.5991110.000993第9振型:周期0.222886(Secc.)剛性塊號層號塔塊號XYT111--0.000062--0.0443040.011385221--0.000089--0.0445360.011528331--0.000063--0.0004350.0003634410.0000210.044256--0.0111725510.0001110.044761--0.0116726610.0001240.000508--0.000670771--0.000143--0.0553850.0117488820.100229--1.0000000.044606993--0.0003440.0551870.0668001101104--0.0998690.8000860.044297第1振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1111771.500--10.6613..64-100.870.677-0.2232213116.366--19.6676..61-200.051.255-0.4423314664.233--29.0069..29-299.421.844-0.5594416000.411--37.88511..21-388.052.400-0.7715517110.477--45.11512..02-455.032.866-0.7766617884.466--50.22811..38-499.723.199-0.7727716775.688--43.3325..76-422.822.755-0.336882440.177-2.5550..13-22.550.166-0.001993880.744-5.2200..18-55.120.333-0.00110104440.677-2.553-0..05-22.580.1660.000第2振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.74411.2256..14111.561776.32296.2282211.35520.66611..06211.103223.8001173.3343311.96630.22616..15300.704774.1772253.1144412.51139.00720..97399.376112.1553328.5565512.95546.11925..02466.187223.7993392.0076613.23351.00127..84500.557999.3774436.2227712.76644.00220..00433.196889.7003313.4448820.1772.5500..0722.72339.2441.0049930.3335.3320..2955.17883.4114.555101040.1662.7730..1322.47442.8332.007第3振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.0000.001-8..8700.010.199-1117.4412210.0000.003-15..8800.010.355-2210.1143310.0000.004-23..0100.020.500-3304.3384410.0000.005-29..5300.020.644-3390.6695510.0000.006-34..7300.030.755-4459.4496610.0000.006-37..9200.030.811-5501.6647710.0110.005-26..3000.140.622-3348.001882--0.0110.113-0..13-00.151.733-1.7719930.000-0.003-0..3800.01--0.400-4.997101040.011-0.113-0..1300.16--1.677-1.774第4振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1112880.599-7.1164..92-77.600.199-0.1132214337.588--11.0075..87-111.860.300-0.1163314558.044--11.6601..42-122.410.311-0.0044413114.055-8.000-7..79-88.510.2220.221551553.811-1.443-17..55-11.460.0440.448661-2227.6885.777-22..3466.17--0.1660.661771-3994.0669.117-11..86100.68--0.2550.332882-229.1990.669-0..4700.79--0.0220.001993-668.5441.551-0..5011.86--0.0440.00110104-229.6220.5570..1400.80--0.022-0.000第5振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.1666.5506..6166.902885.0772290.0002210.25510.00610..22100.764441.5224448.3383310.25510.44811..10111.144660.1444487.3324410.1777.1148..5577.423113.1553375.1115510.0221.1143..2300.92550.0991141.557661--0.133-5.335-3..23-55.92-2334.777-1141.555771--0.222-8.992-7..37-99.79-3991.533-3323.443882--0.022-0.5590..02-00.91-226.0110.773993--0.044-1.554-0..15-11.75-667.533-6.55910104--0.011-0.669-0..11-00.55-330.355-4.994第6振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.0000.003-9..0700.011.055-3332.7732210.0000.004-13..6000.021.577-4498.7733310.0000.004-13..7700.041.500-5505.1144410.0000.002-8..9000.050.811-3326.3335510.000-0.001-0..6500.06--0.244--24.0006610.000-0.0037..9000.04--1.2002289.664771--0.000-0.00410..54-00.13--1.3553386.7748820.011-0.0070..0700.22--2.4222.554993--0.0000.0010..21-00.010.5557.88210104--0.0110.0060..07-00.232.2552.556第7振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1111884.000-0.3337..28-00.370.000-0.0012212009.611-0.3376..02-00.430.000-0.001331665.933-0.113-3..31-00.130.0000.001441-1339.2330.222-11..8000.28--0.0000.002551-2224.6660.337-8..9700.46--0.0000.002661-1114.8770.1195..1700.23--0.000-0.0017711336.833-0.22117..18-00.280.000-0.003882116.177-0.2250..73-00.030.000-0.000993771.8110.0001..07-00.15--0.000-0.00010104116.5330.004-0..08-00.03--0.0000.000第8振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.0000.2220..5800.321995.9335516.5542210.0000.2240..6600.382116.7335590.6603310.0000.0060..2500.11557.2002228.001441--0.000-0.118-0..36-00.25-1557.600-3325.997551--0.000-0.226-0..69-00.32-2331.977-6621.110661--0.000-0.111-0..46-00.05-995.800-4409.5587710.0000.1160..3000.071446.9222264.0018820.0000.001-0..0000.20113.399-2.0069930.0000.0070..0100.13662.39912.88310104--0.0000.0020..01-00.32118.8228.229第9振型地震震力剛性塊層號號塔塊Feex-xFFey-xxFet--xFexx-yFeey-yFFet-yy1110.0000.009-11..5700.064.355-5558.7702210.0000.009-12..3600.094.466-5596.8853310.0000.001-2..9100.060.422-1140.443441--0.000-0.0099..40-00.02--4.1554453.885551--0.000-0.11013..41-00.11--4.6556647.661661--0.000-0.0015..31-00.12--0.4992256.4477710.0000.009-8..9900.114.211-4434.002882--0.0110.009-0..11-00.464.511-5.4409930.000-0.001-0..4800.03--0.466--23.118101040.011-0.008-0..1100.45--3.655-5.114CQQC法基底剪剪力:X方向作作用:Qxxoo=39994.255kNQxyyo=78.557kNNMxxxo=13325.118kNN-mMxxyo=666160..88kkN-mQxoo=39995.003kNNMyyo=666174..16kkN-mQxxxo/Wtt=33.96%QQxo/WWt=3.977%Y方向作作用:Qyxoo=778.577kNQyyyo=40075.553kNNMyxxo=675516.222kNN-mMyyyo=11319..73kkN-mQyoo=40076.229kNNMxxo=677529..12kkN-mQyyyo/Wtt=44.05%QQyo/WWt=4.055%(5)振型方方向因子和和有效質(zhì)量量-------------------------------振型方向向因子(%)振型有效效質(zhì)量(%)振型號周期X平動Y平動扭轉(zhuǎn)X平動Y平動扭轉(zhuǎn)111.1966499..6000.400.00084.3300..3400.00211.169970..40999.530.07784.66484..6500.063(*))11.069950..0455.03994.93384.66484..72800.80400.4099199..9400.060.00094.55184..72800.80500.397750..06999.700.24494.55194..65800.87600.367760..0888.61991.31194.55194..68933.86700.25559100..0000.000.00097.22794..68933.86800.242230..00988.571.42297.22797..48933.87900.228890..17155.86883.96697.22797..54955.06帶*為為第一扭轉(zhuǎn)轉(zhuǎn)振型,T扭/T平=1.00695//1.19964=00.89(6)地震作作用下樓層層剪力--------------------------層層號塔塊號X地震層剪剪力剪重比(%)YY地震層剪剪力剪重比(%)11139994.2254..0740075.5534..1621137767.2204..5138843.1134..6031134415.3314..9134485.1155..0141129976.2295..3430036.1195..4451124440.8835..8424487.0055..9661117790.2216..3818823.1176..4971110010.6697..2210024.3397..3282251.8867..8351.3317..749331126.3399..611122.4409..311104452.5587..8453.2227..93(7)各工況況外載合力力---------------------工況Vx((kN)VVy(kNN)Nz(kkN)MMx(kNN-m)My(kkN-m))T((kN-mm)恒載0.00..0-9929722.5-166999000.1226815506.550..0活載0.00..0-1155433.4-22840993.54478843.000..0X風(fēng)10004.80..000.00.0169941.55-188388..4Y風(fēng)0.011521..100.0--244772.00.00433956..2(8)各工況況下樓層位位移------------------------靜載下層層位移---------------層號塔塊號X位移(mm))Y位移(mm))轉(zhuǎn)角(rad))1110..0030.00010..0000002110..0090.0003-0..0000003110..0140.0005-0..0000004110..0200.0005-0..0000015110..0260.0005-0..0000016110..0310.0006-0..0000017110..0410.0002-0..0000018220..5360.4459-0..0000019330..028-0.0060-0..0000011044-0..443-0.4454-0..000001活載下層層位移---------------層號塔塊號X位移(mm))Y位移(mm))轉(zhuǎn)角(rad))111-0..0000.0001-0..000000211-0..0010.0001-0..000000311-0..0010.0002-0..000000411-0..0020.0003-0..000000511-0..0030.0004-0..000000611-0..0030.0005-0..0000007110..0010.0004-0..0000008220..1630.1134-0..0000009330..017-0.0008-0..0000001044-0..161-0.1125-0..000000XX風(fēng)作用下下層位移-------------------層號塔塊X位位移Y位移轉(zhuǎn)角最大層間構(gòu)件號層高(mmm)((mm)(rrad)位移角(m))111.0049-00.00110.00000001/40055柱144.2000211.9937-00.00330.00000001/37122柱133.3000312.8808-00.00550.00000001/37900柱233.3000413.5599-00.00990.00000001/41722柱133.3000514.2265-00.01220.00000001/49555柱133.3000614.7787-00.01660.00000001/63200柱133.3000715.2235-00.01770.00000001/73655柱133.3000825.8810-00.01660.00000001/56333柱133.3000936.1127-00.01770.00000001/43655柱133.90001045.8811-00.0133-0.00000001/56200柱533.3000頂點位移移塔塊1層層數(shù)7總高度24..000mmUU/H=11/45885塔塊2層層數(shù)1總高度27..300mmUU/H=11/46999塔塊3層層數(shù)1總高度27..900mmUU/H=11/45554塔塊4層層數(shù)1總高度27..300mmUU/H=11/46998YY風(fēng)作用下下層位移-------------------層號塔塊X位位移Y位移轉(zhuǎn)角最大層間構(gòu)件號層高(mmm)((mm)(rrad)位移角(m))11-0.000111.52550.00000001/27366柱1644.200021-0.000422.80330.00000001/25633柱1633.300031-0.000744.04770.00000001/26322柱2533.300041-0.001255.16440.00000001/29266柱1633.300051-0.001766.09440.00000001/35088柱1633.300061-0.002266.81110.00000001/45333柱1633.300071-0.002677.36440.00000001/58011柱933.300082-0.001977.62000.00000001/98933柱133.300093-0.002777.85440.00000001/81055柱233.9000104-0.003277.76770.00000111/97188柱233.3000頂點位移移塔塊1層層數(shù)7總高度24..000mmUU/H=11/32559塔塊2層層數(shù)1總高度27..300mmUU/H=11/35883塔塊3層層數(shù)1總高度27..900mmUU/H=11/35552塔塊4層層數(shù)1總高度27..300mmUU/H=11/35115X地震作用用下層位移移---------------------層號塔塊質(zhì)心X位位移質(zhì)心Y位移質(zhì)心轉(zhuǎn)角層高最大層間間(mmm)(mm))((rad))((m)位移角114.22040.08800.00000004.22001/998217.99250.15520.00000003.33001/8843111.66280.22240.00000003.33001/8824114.99620.29910.00000003.33001/9655117.66670.34460.00000003.33001/111636119.66370.38870.00000003.33001/115517120.99910.41130.00000003.33001/221318221.66880.43390.00000003.33001/440739322.00050.43320.00000003.99001/2283310421.66870.40070.00000003.33001/44061頂點位移移塔塊1層層數(shù)7總高度24..000mmUU/H=11/11443塔塊2層層數(shù)1總高度27..300mmUU/H=11/12559塔塊3層層數(shù)1總高度27..900mmUU/H=11/12668塔塊4層層數(shù)1總高度27..300mmUU/H=11/12559X地震作用用下層最大大位移(不考慮偶偶然偏心結(jié)結(jié)果)---------------------------------------------------層號位移(mm))層間位移(mm)平均最大節(jié)點號最大/平均平均最大構(gòu)件號最大/平均144.20444.2113111.00024.22044.2210柱11..001277.92557.9441111.00023.77263.7732柱11..0013111.6288111.6552111.00023.77373.7742柱11..0014144.9622114.9991111.00023.44173.4421柱11..0015177.6677117.7001111.00022.88362.8839柱11..0016199.6377119.6773111.00022.11272.1128柱11..0017200.9911221.0008111.00011.55481.5549柱281..0008211.6888221.7009111.00010.88000.8810柱11..0139222.0055222.0228111.00011.33701.3377柱11..00510211.6877221.6997111.00000.88070.8813柱51..007Y地震作用用下層位移移---------------------層號塔塊質(zhì)心X位位移質(zhì)心Y位移質(zhì)心轉(zhuǎn)角層高最大層間間(mmm)(mm))((rad))((m)位移角110.00824.12290.00000114.22001/999210.11557.75510.00000113.33001/894310.2227111.35550.00000113.33001/892410.2292114.58880.00000223.33001/978510.3345117.21150.00000223.33001/11176610.3382119.14410.00000223.33001/11551710.4409220.49920.00000333.33001/22090820.4409220.66690.00000333.33001/55027930.4427221.66690.00000333.99001/228931040.4443221.43370.00000443.33001/44748頂點位移移塔塊1層層數(shù)7總高度24..000mmUU/H=11/11771塔塊2層層數(shù)1總高度27..300mmUU/H=11/13221塔塊3層層數(shù)1總高度27..900mmUU/H=11/12888塔塊4層層數(shù)1總高度27..300mmUU/H=11/12773Y地震作用用下層最大大位移(不考慮偶偶然偏心結(jié)結(jié)果)---------------------------------------------------層號位移(mm))層間位移(mm)平均最大節(jié)點號最大/平均平均最大構(gòu)件號最大/平均144.13004.29901661.03394.11324.2204柱161..017277.75228.04431661.03383.66293.6691柱161..0173111.3555111.77741661.03373.66373.7700柱161..0174144.5888115.12231661.03373.33133.3375柱161..0185177.2155117.84451661.03372.77502.8807柱161..0216199.1411119.84451661.03372.00752.1127柱161..0257200.4911221.2662991.03381.55121.5579柱91..0448200.6900220.7880221.00040.66130.6656柱11..0709211.6699221.7772221.00051.33451.3348柱21..00210211.4100221.5337221.00060.66490.6695柱21..071(9)各樓層層的剛度比比---------------------側(cè)向剛度度方法---------------層號塔塊號x側(cè)剛x相對側(cè)剛K下/上yy側(cè)剛y相對側(cè)剛K下/上1119.5001e+000514..9000.949.8669e+000513..3100.932111.0111e+000615..8511.111.0660e+000614..2911.113119.1338e+000514..3311.059.5885e+000512..9311.054118.6994e+000513..6311.019.1551e+000512..3411.015118.5777e+000513..4511.039.0117e+000512..1611.036118.3661e+000513..1111.308.7332e+000511..7811.307116.4336e+000510..09100.096.7004e+00059..0488.278226.3779e+00041..0000.718.1002e+00041..0900.919338.9778e+00041..4111.408.8771e+00041..2011.2010446.4007e+00041..0011.007.4114e+00041..0011.00層號塔塊號Diix/(GGti/hhi)Diy//(Gtii/hi))11140..71442.29921139..93441.84431143..39445.51141151..44554.15551167..77771.2556