中學(xué)同學(xué)庫房計(jì)算書

一、123二、2、風(fēng)荷載：三、50四、20.0kN/m一、123二、2、風(fēng)荷載：三、50四、20.0kN/m2120.0kN/m223.5kN/m232.0kN/m240.5kN/m25五、|||||||SATWE||文件名||||工程名:設(shè)計(jì)人||工程代:校核人日期:20084/26===0|||||||SATWE||文件名||||工程名:設(shè)計(jì)人||工程代:校核人日期:20084/26===000否WODT11NSTi5USi振型組合方法(CQC耦聯(lián);SRSS非耦聯(lián)3NAFKD2WODT11NSTi5USi振型組合方法(CQC耦聯(lián);SRSS非耦聯(lián)3NAFKD2TGRmax1Rmax2NF4NW4RMCTCDAMP是是=0從第14------------柱，墻，基礎(chǔ)活荷載折減系數(shù)計(jì)算截面以上的層 折減系1>BKBTBMBLZTB------------柱，墻，基礎(chǔ)活荷載折減系數(shù)計(jì)算截面以上的層 折減系1>BKBTBMBLZTBRSFKQ10KQ20NTL0CPCOEF911IREGU_KZZB0LEV_JLQJQ10IBICIWJBJCJWHSB=SC=SWH=RWVNSW0RWV1IBICIWJBJCJWHSB=SC=SWH=RWVNSW0RWV1RWOP-Delt是RNBCBACA是否按砼規(guī)范(7.3.11-3)計(jì)算砼柱計(jì)算長度系數(shù):CSPYCD_LCD_WCEA_L2Z_STRENGTHEN=**質(zhì)心質(zhì)心質(zhì)心512412312212CSPYCD_LCD_WCEA_L2Z_STRENGTHEN=**質(zhì)心質(zhì)心質(zhì)心512412312212112(1t**(混凝土(混凝土(混凝土112212312412512(1t**(混凝土(混凝土(混凝土112212312412512**風(fēng)荷載剪力傾覆彎矩 風(fēng)荷載剪力傾覆彎矩512412312212112形心形心等效寬等效高最大寬最小寬112212312412風(fēng)荷載剪力傾覆彎矩 風(fēng)荷載剪力傾覆彎矩512412312212112形心形心等效寬等效高最大寬最小寬11221231241251-2112212312412512ProjectFile ::112212312412512ProjectFile ::2008. 第一步: 第二步::Calculateblock1 1行第三步::16:19:1側(cè)剛模型起始列 第四步::16:19:1 1行第三步::16:19:1側(cè)剛模型起始列 第四步::16:19:CalculateLDLT1列第五步::16:19::2008.::0:Floor::Xstif，YstifX，Y:Xmass，Ymass:X，Y:X，YX，YFloor::Xstif，YstifX，Y:Xmass，Ymass:X，Y:X，YX，YFloor1Tower1= RatxRaty薄弱層地震剪力放大系數(shù)===Floor12= RatxRaty薄弱層地震剪力放大系數(shù)===Floor21= RatxRaty薄弱層地震剪力放大系數(shù)===Floor22= RatxRaty薄弱層地震剪力放大系數(shù)===Floor21= RatxRaty薄弱層地震剪力放大系數(shù)===Floor22= RatxRaty薄弱層地震剪力放大系數(shù)===Floor31= RatxRaty薄弱層地震剪力放大系數(shù)===Floor32= RatxRaty薄弱層地震剪力放大系數(shù)===Floor4Floor31= RatxRaty薄弱層地震剪力放大系數(shù)===Floor32= RatxRaty薄弱層地震剪力放大系數(shù)===Floor41= RatxRaty薄弱層地震剪力放大系數(shù)= ==Floor42= RatxRaty薄弱層地震剪力放大系數(shù)= ==Floor51= RatxRaty= ==Floor42= RatxRaty薄弱層地震剪力放大系數(shù)= ==Floor51= RatxRaty薄弱層地震剪力放大系數(shù)===Floor52= RatxRaty薄弱層地震剪力放大系數(shù)== XYXYXYXY比 RatxRaty薄弱層地震剪力放大系數(shù)== XYXYXYXY比12345**Ratio_Bu:51524142313221225**Ratio_Bu:51524142313221221112(側(cè)剛分析方法考慮扭轉(zhuǎn)耦聯(lián)時(shí)的振動周期(秒)、X,Y10.73(0.72+0.0120.89(0.01+0.8831.00(0.02+0.98=87.838度X(側(cè)剛分析方法考慮扭轉(zhuǎn)耦聯(lián)時(shí)的振動周期(秒)、X,Y10.73(0.72+0.0120.89(0.01+0.8831.00(0.02+0.98=87.838度XFloor:層Tower:F-x-x:XF-x-y:YF-x-tX1F-x-F-x-F-x-(kN-5124123122121122F-x-F-x-F-x-(kN-5124123122121123F-x-F-x-F-x-4123122121122F-x-F-x-F-x-(kN-5124123122121123F-x-F-x-F-x-(kN-512412312212112剪力123各層方向的作用力::XX2412312212112剪力123各層方向的作用力::XXXStaticXVx分塔剪重比整層剪重比Static(kN-(注意:下面分塔輸出的剪重比不適合于上連多塔結(jié)構(gòu)5141.97((20.84(41491.55((26.35(311160.92((213.91(211636.53((219.28(111852.27((221.74(X方向的有效質(zhì)量系數(shù)YFloor:層5141.97((20.84(41491.55((26.35(311160.92((213.91(211636.53((219.28(111852.27((221.74(X方向的有效質(zhì)量系數(shù)YFloor:層Tower:F-y-xYXF-y-yYYF-y-tY1F-y-F-y-F-y-(kN-5124123122121122F-y-F-y-F-y-(kN-5124123122121123F-y-F-y-F-y-4123122121122F-y-F-y-F-y-(kN-5124123122121123F-y-F-y-F-y-(kN-512412312212112Y剪力123Y方向的作用力::Y2412312212112Y剪力123Y方向的作用力::YYYStaticYStatic(kN-(注意:下面分塔輸出的剪重比不適合于上連多塔結(jié)構(gòu)5133.73((239.97(41641.27((2646.89(311598.15((21564.90(212283.20((22218.97(112596.07((22515.65(Y方向的有效質(zhì)量系數(shù) : :X-Disp:XY-DISP5133.73((239.97(41641.27((2646.89(311598.15((21564.90(212283.20((22218.97(112596.07((22515.65(Y方向的有效質(zhì)量系數(shù) : :X-Disp:XY-DISP:YAngle-Z1X-Angle-5124123122121122X-Angle-5124123122121123X-Angle-5123122121122X-Angle-5124123122121123X-Angle-512412312212112==========[抗震規(guī)范(5.2.5)驗(yàn)算1412312212112==========[抗震規(guī)范(5.2.5)驗(yàn)算12345|公司名稱||||SATWE||名稱||||設(shè)計(jì)人||校核人日期:2008/4/26:::|公司名稱||||SATWE||名稱||||設(shè)計(jì)人||校核人日期:2008/4/26::::Max-(Z)節(jié)點(diǎn)的最大豎向位h:Max-(X)，Max-Ave-(X)，Ave-X,YMax-Dx，Max-Ave-Dx，Ave-Ratio-(X),Ratio-Ratio-Dx,Ratio-:Max-Dx/h，Max-Dy/h:X,Y方向的最大層間位 :1.3X-Disp，Y-Disp，Z-Disp:節(jié)點(diǎn)X,Y,Z===工況1===XFloor Max-Ratio-hMax-Ratio-Max-512412312212X-Disp，Y-Disp，Z-Disp:節(jié)點(diǎn)X,Y,Z===工況1===XFloor Max-Ratio-hMax-Ratio-Max-512412312212112X方向最大值層間位移角===2XMax-Ratio-hMax-Ratio-Max-51241231221211X方向最大值層間位移角===2XMax-Ratio-hMax-Ratio-Max-512412312212112X方向最大值層間位移角工況3X-Max-Ratio-hMax-Ratio-Max-512412312212112工況3X-Max-Ratio-hMax-Ratio-Max-512412312212112X方向最大值層間位移角===工況4X+5%Max-Ratio-hMax-DxAve-DxRatio-Max-512412312212112X方向最大值層間位移角===5Max-Ratio-hMax-DxAve-DxRatio-Max-512412312212112X方向最大值層間位移角===5YMax-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況6YMax-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況6YMax-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況7Y-Max-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況7Y-Max-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況8Max-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況8Max-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況9XMax-Ratio-hMax-Ratio-Max-512412312212112Y方向最大值層間位移角工況9XMax-Ratio-hMax-Ratio-Max-512412312212112X方向最大值層間位移角10YMax-R