时间 : 12: 2:44
总用时 : 0: 0:25
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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
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= 7.3791(m) Ystif= 21.0857(m) Alf = 0.0000(Degree)
Xmass= 7.4158(m) Ymass= 21.5248(m) Gmass(活荷折减)= 1914.6237( 1771.6851)(t)
Eex = 0.0017 Eey = 0.0236
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.1247 Raty1= 1.4237
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.8411E+06(kN/m) RJY1 = 4.8411E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.2126E+06(kN/m) RJY3 = 1.3647E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 8.0892(m) Ystif= 21.5797(m) Alf = 0.0000(Degree)
Xmass= 7.4245(m) Ymass= 21.5594(m) Gmass(活荷折减)= 1849.5836( 1711.5449)(t)
Eex = 0.0311 Eey = 0.0011
Ratx = 1.1815 Raty = 1.1815
Ratx1= 1.2688 Raty1= 1.3609
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.7200E+06(kN/m) RJY1 = 5.7200E+06(kN/m) RJZ1 = 0.0000E+00(kN/m) 中学五层教学楼建筑与结构设计+CAD图纸(20):http://www.chuibin.com/gongcheng/lunwen_554.html