上海电子文件备份中心建筑与结构设计+CAD图纸(19)

RJX1，RJY1，RJZ1: 结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)

RJX3，RJY3，RJZ3: 结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)

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Floor No。 1 Tower No。 1

Xstif= 35。2993(m) Ystif= 15。5483(m) Alf = 45。0000(Degree)

Xmass= 35。0892(m) Ymass= 15。2990(m) Gmass(活荷折减)= 1017。9681( 890。8486)(t)

Eex = 0。0106 Eey = 0。0126

Ratx = 1。0000 Raty = 1。0000

Ratx1= 0。8324 Raty1= 0。8324

Ratx2= 1。4822 Raty2= 1。6364 薄弱层地震剪力放大系数= 1。25

RJX1 = 1。3735E+06(kN/m) RJY1 = 1。3735E+06(kN/m) RJZ1 = 0。0000E+00(kN/m)

RJX3 = 7。5663E+05(kN/m) RJY3 = 6。5728E+05(kN/m) RJZ3 = 0。0000E+00(kN/m)

RJX3*H = 3。4048E+06(kN) RJY3*H = 2。9578E+06(kN) RJZ3*H = 0。0000E+00(kN)

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Floor No。 2 Tower No。 1

Xstif= 34。4586(m) Ystif= 15。6723(m) Alf = 45。0000(Degree)

Xmass= 35。2486(m) Ymass= 15。6395(m) Gmass(活荷折减)= 953。5245( 839。0049)(t)

Eex = 0。0404 Eey = 0。0017

Ratx = 1。4845 Raty = 1。4845

Ratx1= 1。2357 Raty1= 1。2357

Ratx2= 1。2994 Raty2= 1。3408 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。4833E+05(kN/m) RJY3 = 5。1577E+05(kN/m) RJZ3 = 0。0000E+00(kN/m)

RJX3*H = 2。5285E+06(kN) RJY3*H = 2。0115E+06(kN) RJZ3*H = 0。0000E+00(kN)

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Floor No。 3 Tower No。 1

Xstif= 35。2980(m) Ystif= 15。5481(m) Alf = 45。0000(Degree)

Xmass= 35。0156(m) Ymass= 15。4951(m) Gmass(活荷折减)= 1000。5935( 897。6964)(t)

Eex = 0。0143 Eey = 0。0027

Ratx = 1。0348 Raty = 1。0348

Ratx1= 1。4783 Raty1= 1。4783

Ratx2= 1。4668 Raty2= 1。5030 薄弱层地震剪力放大系数= 1。00

RJX1 = 2。1100E+06(kN/m) RJY1 = 2。1100E+06(kN/m) RJZ1 = 0。0000E+00(kN/m) 上海电子文件备份中心建筑与结构设计+CAD图纸(19):http://www.youerw.com/gongcheng/lunwen_92711.html