31955.60 22.96 18.82 54.71 17.79 54.71 17.79
 41955.60 22.96 18.82 54.71 17.79 54.71 17.79
 51955.60 22.96 18.82 54.71 17.79 54.71 17.79
 61 28.486.58 24.164.456.406.404.45
 
===========================================================================
 计算信息
===========================================================================
 
计算日期: 2014. 5. 5
开始时间: 18:19: 2
 
可用内存: 1684.0MB
 
 第一步: 数据预处理
 
 第二步: 计算每层刚度中心、自由度、质量等信息
 
 第三步: 地震作用分析
 
 第四步: 风及竖向荷载分析
 
 第五步: 计算杆件内力
结束日期: 2014. 5. 5
时间: 18:19:57
总用时: 0: 0:55

 ===========================================================================
 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)
 ===========================================================================
Floor No. 1 Tower No. 1
Xstif=22.0532(m) Ystif= -19.6036(m) Alf=-9.4440(Degree)
Xmass=22.5488(m) Ymass= -19.5489(m) Gmass(活荷折减)=1246.6261(1127.7178)(t)
Eex= 0.0268Eey= 0.0028
Ratx = 1.0000Raty = 1.0000
Ratx1= 1.8709Raty1= 1.7828
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.8144E+06(kN/m)RJY1 = 2.5359E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.8586E+05(kN/m)RJY3 = 8.6266E+05(kN/m)RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
Floor No. 2 Tower No. 1
Xstif=22.0533(m) Ystif= -19.6036(m) Alf=-9.4440(Degree)
Xmass=22.5123(m) Ymass= -19.6468(m) Gmass(活荷折减)=1233.0443(1124.1898)(t)
Eex= 0.0249Eey= 0.0022
Ratx = 1.9531Raty = 1.9531
Ratx1= 1.5670Raty1= 1.5103
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.4969E+06(kN/m)RJY1 = 4.9530E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.5462E+05(kN/m)RJY3 = 6.5839E+05(kN/m)RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
Floor No. 3 Tower No. 1
Xstif=22.0736(m) Ystif= -19.6002(m) Alf=-9.4440(Degree)
Xmass=22.5475(m) Ymass= -19.7040(m) Gmass(活荷折减)=1222.2668(1113.3784)(t)
Eex= 0.0255Eey= 0.0053
Ratx = 0.9286Raty = 0.9208
Ratx1= 1.5221Raty1= 1.4980
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.1044E+06(kN/m)RJY1 = 4.5605E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.7822E+05(kN/m)RJY3 = 5.9181E+05(kN/m)RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
Floor No. 4 Tower No. 1
Xstif=22.0736(m) Ystif= -19.6002(m) Alf=-9.4440(Degree)
Xmass=22.5154(m) Ymass= -19.6443(m) Gmass(活荷折减)=1227.7635(1118.8751)(t)
Eex= 0.0238Eey= 0.0023
Ratx = 1.0000Raty = 1.0000
Ratx1= 1.7398Raty1= 1.6847
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.1044E+06(kN/m)RJY1 = 4.5605E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.4271E+05(kN/m)RJY3 = 5.6437E+05(kN/m)RJZ3 = 0.0000E+00(kN/m) 上海曹阳社区事务受理中心建筑与结构设计+CAD图纸(13):http://www.751com.cn/gongcheng/lunwen_15708.html