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RJX3/H = 3.7491E+05(kN/m) RJY3/H = 3.4556E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 11 Tower No. 1
Xstif= 1.6362(m) Ystif= 32.3566(m) Alf = 0.0000(Degree)
Xmass= 1.9132(m) Ymass= 30.9463(m) Gmass(活荷折减)= 836.2623( 777.3444)(t)
Eex = 0.0169 Eey = 0.1162
Ratx = 1.0161 Raty = 1.0161
Ratx1= 5.9363 Raty1= 6.9504
Ratx2= 4.6737 Raty2= 5.4720
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2877E+07(kN/m) RJY1 = 5.3574E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.8409E+05(kN/m) RJY3 = 6.9102E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.5293E+05(kN/m) RJY3/H = 2.2291E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 12 Tower No. 1
Xstif= -9.7058(m) Ystif= 37.5351(m) Alf = 0.0000(Degree)
Xmass= -9.1436(m) Ymass= 37.6423(m) Gmass(活荷折减)= 37.8242( 36.1442)(t)
Eex = 0.1580 Eey = 0.0496
Ratx = 0.0536 Raty = 0.0734
Ratx1= 1.0000 Raty1= 1.0000
Ratx2= 1.0000 Raty2= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.8329E+06(kN/m) RJY1 = 3.9344E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.6240E+04(kN/m) RJY3 = 5.4074E+04(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.8275E+04(kN/m) RJY3/H = 1.7729E+04(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 13 Tower No. 1
Xstif= 6.3730(m) Ystif= 35.0606(m) Alf = 0.0000(Degree)
Xmass= 6.7161(m) Ymass= 36.2916(m) Gmass(活荷折减)= 102.1640( 96.9050)(t)
Eex = 0.0877 Eey = 0.3389
Ratx = 0.1086 Raty = 0.1179
Ratx1= 1.0000 Raty1= 1.0000
Ratx2= 1.0000 Raty2= 1.0000