文档介绍：计算结果分析
1、刚度比()
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各层刚心、偏心率、相邻层侧移刚度比等计算信息
Floor No : 层号
Tower No : 塔号
Xstif,Ystif : 刚心的 X,Y 坐标值
Alf : 层刚性主轴的方向
Xmass,Ymass : 质心的 X,Y 坐标值
Gmass : 总质量
Eex,Eey : X,Y 方向的偏心率
Ratx,Raty : X,Y 方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度)
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
Ratx2,Raty2 : X,Y 方向本层塔侧移刚度与上一层相应塔侧移刚度90%、110%或者150%比值
110%,150%指嵌固层
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= (m) Ystif= (m) Alf = (Degree)
Xmass= (m) Ymass= (m) Gmass(活荷折减)= ( )(t)
Eex = Eey =
Ratx = Raty =
Ratx1= Raty1=
Ratx2= Raty2=
薄弱层地震剪力放大系数=
RJX1 = +07(kN/m) RJY1 = +07(kN/m) RJZ1 = +00(kN/m)
RJX3 = +06(kN/m) RJY3 = +06(kN/m) RJZ3 = +00(kN/m)
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Floor No. 1 Tower No. 2
Xstif= (m) Ystif= (m) Alf = (Degree)
Xmass= (m) Ymass= (m) Gmass(活荷折减)= ( )(t)
Eex = Eey =
Ratx = Raty =
Ratx1= Raty1=
Ratx2= Raty2=
薄弱层地震剪力放大系数=
RJX1 = +07(kN/m) RJY1 = +07(kN/m) RJZ1 = +00(kN/m)
RJX3 = +06(kN/m) RJY3 = +06(kN/m) RJZ3 = +00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= (m) Ystif= (m) Alf = -(Degree)
Xmass= (m) Ymass= (m) Gmass(活荷折减)= ( )(t)
Eex = Eey =
Ratx = Raty =
Ratx1= Raty1=
Ratx2= Raty2=
薄弱层地震剪力放大系数=