现浇钢筋混凝土框架结构三层物流厂房建筑与结构设计(19)
Ratx1，Raty1 : X，Y 方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值
或上三层平均侧移刚度80%的比值中之较小者
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= 21.2279(m) Ystif= 18.5206(m) Alf = 0.0000(Degree)
Xmass= 21.9019(m) Ymass= 19.2956(m) Gmass(活荷折减)= 2659.2683( 2357.2454)(t)
Eex = 0.0306 Eey = 0.0377
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.1670 Raty1= 1.1746
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.6001E+06(kN/m) RJY1 = 3.6001E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.5567E+05(kN/m) RJY3 = 6.3944E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 21.2332(m) Ystif= 18.5207(m) Alf = 0.0000(Degree)
Xmass= 21.9659(m) Ymass= 19.3797(m) Gmass(活荷折减)= 2595.5378( 2293.5208)(t)
Eex = 0.0333 Eey = 0.0418
Ratx = 1.2889 Raty = 1.2889
Ratx1= 1.4692 Raty1= 1.4764
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.6402E+06(kN/m) RJY1 = 4.6402E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.8021E+05(kN/m) RJY3 = 7.7769E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 21.2332(m) Ystif= 18.5246(m) Alf = 0.0000(Degree)
Xmass= 21.8857(m) Ymass= 19.3830(m) Gmass(活荷折减)= 2161.8513( 2024.3157)(t)
Eex = 0.0296 Eey = 0.0418
Ratx = 1.0000 Raty = 1.0000
Ratx1= 4.8568 Raty1= 4.0910
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.6402E+06(kN/m) RJY1 = 4.6402E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.6140E+05(kN/m) RJY3 = 7.5250E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)