地震作用下的內(nèi)力

,截面尺寸,,Ec,Io,I,L,i=EsI/L,相對(duì)剛度,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,B（mm）,H(mm),(kN/mm2）,（mmm4）,（mmm4）,（mm),(kN.mm),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

邊框架梁,250,500,30,1.07,1.61,6000,0.81,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

邊框架梁,250,500,30,1.07,1.61,2100,2.3,2.84,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中框架梁,200,400,30,2.6,5.2,6000,2.6,3.21,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中框架梁,200,400,30,2.6,5.2,2100,7.43,9.17,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

底層框架柱1,400,400,30,,5.21,4550,3.44,4.25,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中層框架柱1,400,400,30,,5.21,3300,4.74,5.85,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

底層框架柱2,550,550,30,,2.13,4550,1.4,1.73,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中層框架柱2,550,550,30,,2.13,3300,1.94,2.4,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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各柱分配剪力,層數(shù),A,C,D,F,∑D,Vfk,VA,VC,VD,VF,h/2,MA,MC,MD,MF,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,1,9.11,6.79,6.79,6.79,632.09,3381.91,48.74,36.33,36.33,36.33,2.275,110.89,82.65,82.65,82.65,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,2,11.25,15.38,15.38,15.38,1179.91,3277.61,31.25,42.72,42.72,42.72,1.65,51.56,70.49,70.49,70.49,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,3,11.25,15.38,15.38,15.38,1179.91,3128.52,29.83,40.78,40.78,40.78,1.65,49.22,67.29,67.29,67.29,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,4,11.25,15.38,15.38,15.38,1179.91,2916.76,27.81,38.02,38.02,38.02,1.65,45.89,62.73,62.73,62.73,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,5,11.25,15.38,15.38,15.38,1179.91,2670.74,25.46,34.81,34.81,34.81,1.65,42.02,57.44,57.44,57.44,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,6,11.25,26.83,26.83,11.25,844.36,2480.98,33.06,78.83,78.83,33.06,1.65,54.54,130.08,130.08,54.54,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,7,11.25,26.83,26.83,11.25,844.36,2255.94,30.06,71.68,71.68,30.06,1.65,49.59,118.28,118.28,49.59,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,8,11.25,26.83,26.83,11.25,844.36,1995.62,26.59,63.41,63.41,26.59,1.65,43.87,104.63,104.63,43.87,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,9,11.25,26.83,26.83,11.25,844.36,1700.02,22.65,54.02,54.02,22.65,1.65,37.37,89.13,89.13,37.37,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,10,11.25,26.83,26.83,11.25,844.36,1369.14,18.24,43.51,43.51,18.24,1.65,30.10,71.78,71.78,30.10,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,11,11.25,26.83,26.83,11.25,844.36,1002.99,13.36,31.87,31.87,13.36,1.65,22.05,52.59,52.59,22.05,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,12,11.25,26.83,26.83,11.25,844.36,601.56,8.02,19.11,19.11,8.02,1.65,13.22,31.54,31.54,13.22,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,地震荷載,層次,A柱,,C柱,,D柱,,F柱,,梁端彎矩,,,,,柱端剪力,,,,,梁端剪力,,,,,,,,,柱子軸力,,,

,,,,,,,,,,,,,上端,下端,上端,下端,上端,下端,上端,下端,A,C,D,F,k1/(k1+k2),A,C,D,F,,AC,CD,DF,,,A,C,D,F,A,C,D,F

,,,,,,,,,,,,1,110.89,110.89,82.65,82.65,82.65,82.65,82.65,82.65,162.45,39.82,39.82,153.14,0.26,48.74,36.33,36.33,36.33,4.55,14.18,34.60,12.11,6,2.1,14.18,20.42,22.49,12.11,145.03,383.64,378.71,149.96

,,,,,,,,,,,,2,51.56,51.56,70.49,70.49,70.49,70.49,70.49,70.49,100.78,35.82,35.82,137.78,0.26,31.25,42.72,42.72,42.72,3.3,12.33,40.69,14.24,6,2.1,12.33,28.36,26.45,14.24,130.85,363.22,356.22,137.85

,,,,,,,,,,,,3,49.22,49.22,67.29,67.29,67.29,67.29,67.29,67.29,95.11,33.81,33.81,130.02,0.26,29.83,40.78,40.78,40.78,3.3,11.77,38.84,13.59,6,2.1,11.77,27.07,25.24,13.59,118.52,334.86,329.78,123.61

,,,,,,,,,,,,4,45.89,45.89,62.73,62.73,62.73,62.73,62.73,62.73,87.90,31.25,31.25,120.17,0.26,27.81,38.02,38.02,38.02,3.3,10.97,36.21,12.67,6,2.1,10.97,25.24,23.54,12.67,106.75,307.79,304.53,110.01

,,,,,,,,,,,,5,42.02,42.02,57.44,57.44,57.44,57.44,57.44,57.44,96.56,48.75,48.75,111.98,0.26,25.46,34.81,34.81,34.81,3.3,10.05,33.16,11.60,6,2.1,10.05,23.11,21.55,11.60,95.78,282.55,281.00,97.34

,,,,,,,,,,,,6,54.54,54.54,130.08,130.08,130.08,130.08,54.54,54.54,104.14,64.57,64.57,104.14,0.26,33.06,78.83,78.83,33.06,3.3,18.65,75.08,18.65,6,2.1,18.65,56.43,56.43,18.65,85.74,259.45,259.45,85.74

,,,,,,,,,,,,7,49.59,49.59,118.28,118.28,118.28,118.28,49.59,49.59,93.47,57.96,57.96,93.47,0.26,30.06,71.68,71.68,30.06,3.3,16.96,68.27,16.96,6,2.1,16.96,51.31,51.31,16.96,67.09,203.01,203.01,67.09

,,,,,,,,,,,,8,43.87,43.87,104.63,104.63,104.63,104.63,43.87,43.87,81.25,50.38,50.38,81.25,0.26,26.59,63.41,63.41,26.59,3.3,15.00,60.39,15.00,6,2.1,15.00,45.39,45.39,15.00,50.13,151.70,151.70,50.13

,,,,,,,,,,,,9,37.37,37.37,89.13,89.13,89.13,89.13,37.37,37.37,67.47,41.84,41.84,67.47,0.26,22.65,54.02,54.02,22.65,3.3,12.78,51.45,12.78,6,2.1,12.78,38.67,38.67,12.78,35.13,106.31,106.31,35.13

,,,,,,,,,,,,10,30.10,30.10,71.78,71.78,71.78,71.78,30.10,30.10,52.15,32.34,32.34,52.15,0.26,18.24,43.51,43.51,18.24,3.3,10.29,41.43,10.29,6,2.1,10.29,31.14,31.14,10.29,22.35,67.64,67.64,22.35

,,,,,,,,,,,,11,22.05,22.05,52.59,52.59,52.59,52.59,22.05,22.05,35.27,21.87,21.87,35.27,0.26,13.36,31.87,31.87,13.36,3.3,7.54,30.35,7.54,6,2.1,7.54,22.81,22.81,7.54,12.06,36.50,36.50,12.06

,,,,,,,,,,,,12,13.22,13.22,31.54,31.54,31.54,31.54,13.22,13.22,13.22,8.20,8.20,13.22,0.26,8.02,19.11,19.11,8.02,3.3,4.52,18.20,4.52,6,2.1,4.52,13.68,13.68,4.52,4.52,13.68,13.68,4.52

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,,,,層次,柱端剪力,,,,梁端剪力,,,柱子軸力,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,A,C,D,F,AC,CD,DF,A,C,D,F,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,1,48.74,36.33,36.33,36.33,14.18,34.6,12.11,145.03,383.64,378.71,149.96,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,2,31.25,42.72,42.72,42.72,12.33,40.69,14.24,130.85,363.22,356.22,137.85,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,3,29.83,40.78,40.78,40.78,11.77,38.84,13.59,118.52,334.86,329.78,123.61,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,4,27.81,38.02,38.02,38.02,10.97,36.21,12.67,106.75,307.79,304.53,110.01,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,5,25.46,34.81,34.81,34.81,10.05,33.16,11.6,95.78,282.55,281,97.34,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,6,33.06,78.83,