上海电子文件备份中心建筑与结构设计+CAD图纸(20)
RJX3 = 6。4136E+05(kN/m) RJY3 = 5。0779E+05(kN/m) RJZ3 = 0。0000E+00(kN/m)
RJX3*H = 2。5013E+06(kN) RJY3*H = 1。9804E+06(kN) RJZ3*H = 0。0000E+00(kN)
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Floor No。 4 Tower No。 1
Xstif= 34。4586(m) Ystif= 15。4280(m) Alf = 45。0000(Degree)
Xmass= 34。9342(m) Ymass= 15。3614(m) Gmass(活荷折减)= 1003。2620( 866。3434)(t)
Eex = 0。0243 Eey = 0。0034
Ratx = 0。9663 Raty = 0。9663
Ratx1= 1。4286 Raty1= 1。4286
Ratx2= 1。4749 Raty2= 1。5251 薄弱层地震剪力放大系数= 1。00
RJX1 = 2。0390E+06(kN/m) RJY1 = 2。0390E+06(kN/m) RJZ1 = 0。0000E+00(kN/m)
RJX3 = 6。2465E+05(kN/m) RJY3 = 4。8264E+05(kN/m) RJZ3 = 0。0000E+00(kN/m)
RJX3*H = 2。4362E+06(kN) RJY3*H = 1。8823E+06(kN) RJZ3*H = 0。0000E+00(kN)
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Floor No。 5 Tower No。 1
Xstif= 34。4586(m) Ystif= 15。4280(m) Alf = 45。0000(Degree)
Xmass= 34。9336(m) Ymass= 15。5052(m) Gmass(活荷折减)= 1293。8810( 1140。2847)(t)
Eex = 0。0243 Eey = 0。0039
Ratx = 1。0000 Raty = 1。0000
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。0390E+06(kN/m) RJY1 = 2。0390E+06(kN/m) RJZ1 = 0。0000E+00(kN/m)
RJX3 = 6。0502E+05(kN/m) RJY3 = 4。5209E+05(kN/m) RJZ3 = 0。0000E+00(kN/m)
RJX3*H = 2。3596E+06(kN) RJY3*H = 1。7632E+06(kN) RJZ3*H = 0。0000E+00(kN)
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X方向最小刚度比: 0。8324(第 1层第 1塔)
Y方向最小刚度比: 0。8324(第 1层第 1塔)
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结构整体抗倾覆验算结果
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抗倾覆力矩Mr 倾覆力矩Mov 比值Mr/Mov 零应力区(%)
X风荷载 1188519。0 4535。5 262。05 0。00
Y风荷载 505482。4 10344。7 48。86 0。00
X 地 震 1126827。6 42921。4 26。25 0。00