satwe总信息中侧向刚度三种参数含义

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1、计算模型中的部分数据:各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo: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）Ratxl,Ratyl: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250%比值110%指当本

2、层层高大于相邻上层层高1.5倍时，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）FloorNo.1TowerNo.lXstif=-2.9025(m)Ystif=-0.4783(m)Alf=0.000O(Degree)Xmass=-2.810&m)Ymass二・1.3220(m)Gmass(活荷折减)二1601.4902(1523.7156)(t)Eex=0.0069Eey=0.0558Ratx=1.0000Raty=1.0000Ratxl

3、=2.3441Ratyl=2.1114Ratx2=2.5148Raty2=2.2651薄弱层地震剪力放大系数二1.00RJX1=1.0101E+08(kN/m)RJY1=9.9743E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.5453E+07(kN/m)RJY3=2.9077E+07(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.3632E+06(kN/m)RJY3/H=7.2692E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)FloorNo.2TowerNo.1Xstif=-3.0089(m)Ystif=-

4、0.7051(m)Alf=0.0000(Degree)Xmass=-2.8681(m)Ymass=-1.1790(m)Gmass(活荷折减)=1314.2793(1230.5623)(t)Eex=0.0108Eey=0.0333Ratx=1.2821Raty=1.3200Ratxl=1.9303Ratyl=1.8714Ratx2=1.5014Raty2=1.4555薄弱层地震剪力放大系数二1.00RJX1=1.2951E+08(kN/m)RJY1=1.3166E+08(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5512E+07(kN/m)RJY3=1.9673

5、E+07(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.3488E+06(kN/m)RJY3/H=6.7840E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)FloorNo.3TowerNo.1Xstif=・2.799l(m)Ystif=・1.0423(m)Alf=0.0OOO(Degree)Xmass=-2.8753(m)Ymass=-1.1865(m)Gmass(活荷折减)二1315.4917(1231.7747)(t)Eex=0.0058Eey=0.0099Ratx=1.0076Raty=0.9946Ratxl=1.6892Ratyl=

6、1.6264Ratx2=1.3327Raty2=13046薄弱层地震剪力放大系数二1.00RJX1=13049E+08(kN/m)RJYl=1.3094E+08(kN/m)RJZl=0.0000E+00(kN/m)RJX3=1.1479E+07(kN/m)RJY3=1.5018E+07(kN/m)RJZ3=0,OOOOE+OO(kN/m)RJX3/H=3.9584E+06(kN/m)RJY3/H=5.1788E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)FloorNo.4TowerNo.1Xstif=-2.9414(m)Ystif=-0.7743(m)Alf=0.

7、0000(Degree)Xmass=-2.8753(m)Ymass=-1.1865(m)Gmass(活荷折减)=1315.4917(1231.7747)(t)Eex=0.0051Eey=0.0289Ratx=1.0000Raty=1.0000Ratxl=1.5737Ratyl=1.5225Ratx2=1.2691Raty2=1.2454薄弱层地震剪力放大系数二1.00RJX1=1.3049E+08(kN/m)RJY1=1.3094E+08(kN/m)RJZ