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Xmass= 1.8698(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5852( 818.8807)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4137 Raty1= 1.5272
Ratx2= 1.1876 Raty2= 1.2342
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.8664E+06(kN/m) RJY3 = 2.1378E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 5.9251E+05(kN/m) RJY3/H = 6.7868E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8696(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5953( 818.8922)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4176 Raty1= 1.5376
Ratx2= 1.1745 Raty2= 1.2224
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.7462E+06(kN/m) RJY3 = 1.9246E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 5.5435E+05(kN/m) RJY3/H = 6.1098E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 7 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8698(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5852( 818.8807)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4933 Raty1= 1.5865
Ratx2= 1.1819 Raty2= 1.2339
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.6519E+06(kN/m) RJY3 = 1.7494E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 5.2441E+05(kN/m) RJY3/H = 5.5538E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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