四层办公楼建筑与结构设计(现浇钢筋混凝土框架结构)(18)
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Floor No. 1 Tower No. 1
Xstif= 7.0063(m) Ystif= 0.8265(m) Alf = 45.0000(Degree)
Xmass= 6.8542(m) Ymass= 0.2613(m) Gmass(活荷折减)= 2093.3452( 1916.8606)(t)
Eex = 0.0072 Eey = 0.0267
Ratx = 1.0000 Raty = 1.0000
Ratx1= 5.9427 Raty1= 6.0003
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.0478E+07(kN/m) RJY1 = 2.0478E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.7349E+06(kN/m) RJY3 = 8.7588E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 7.0056(m) Ystif= 0.8185(m) Alf = 45.0000(Degree)
Xmass= 7.0228(m) Ymass= 0.0351(m) Gmass(活荷折减)= 2057.1858( 1902.2354)(t)
Eex = 0.0008 Eey = 0.0368
Ratx = 0.5897 Raty = 0.5897
Ratx1= 1.4705 Raty1= 1.4905
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.2077E+07(kN/m) RJY1 = 1.2077E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.9949E+06(kN/m) RJY3 = 1.9900E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 7.0057(m) Ystif= 0.8196(m) Alf = 45.0000(Degree)
Xmass= 7.0229(m) Ymass= 0.0248(m) Gmass(活荷折减)= 2032.6554( 1877.7050)(t)
Eex = 0.0008 Eey = 0.0374
Ratx = 1.0833 Raty = 1.0833
Ratx1= 1.5029 Raty1= 1.5110
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.3083E+07(kN/m) RJY1 = 1.3083E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.8031E+06(kN/m) RJY3 = 1.7908E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 7.0057(m) Ystif= 0.8196(m) Alf = 45.0000(Degree)
Xmass= 7.0229(m) Ymass= 0.0248(m) Gmass(活荷折减)= 2032.6554( 1877.7050)(t)
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