SATWE总信息中侧向刚度三种参数含义

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

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%指当本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)

====================================================================== =====

Floor No. 1 Tower No. 1

Xstif= -2.9025(m) Ystif= -0.4783(m) Alf = 0.0000(Degree) Xmass= -2.8108(m) Ymass= -1.3220(m) Gmass(活荷折减)= 1601.4902( 1523.7156)(t)

Eex = 0.0069 Eey = 0.0558

Ratx = 1.0000 Raty = 1.0000

Ratx1= 2.3441 Raty1= 2.1114

Ratx2= 2.5148 Raty2= 2.2651

薄弱层地震剪力放大系数= 1.00

RJX1 = 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) ---------------------------------------------------------------------------

Floor No. 2 Tower No. 1

Xstif= -3.0089(m) Ystif= -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 = 0.0108 Eey = 0.0333

Ratx = 1.2821 Raty = 1.3200

Ratx1= 1.9303 Raty1= 1.8714

Ratx2= 1.5014 Raty2= 1.4555

薄弱层地震剪力放大系数= 1.00

RJX1 = 1.2951E+08(kN/m) RJY1 = 1.3166E+08(kN/m) RJZ1 = 0.0000E+00(kN/m)

RJX3 = 1.5512E+07(kN/m) RJY3 = 1.9673E+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) ---------------------------------------------------------------------------

Floor No. 3 Tower No. 1

Xstif= -2.7991(m) Ystif= -1.0423(m) Alf = 0.0000(Degree)

Xmass= -2.8753(m) Ymass= -1.1865(m) Gmass(活荷折减)= 1315.4917( 1231.7747)(t)

Eex = 0.0058 Eey = 0.0099

Ratx = 1.0076 Raty = 0.9946

Ratx1= 1.6892 Raty1= 1.6264

Ratx2= 1.3327 Raty2= 1.3046

薄弱层地震剪力放大系数= 1.00

RJX1 = 1.3049E+08(kN/m) RJY1 = 1.3094E+08(kN/m) RJZ1 = 0.0000E+00(kN/m)

RJX3 = 1.1479E+07(kN/m) RJY3 = 1.5018E+07(kN/m) RJZ3 = 0.0000E+00(kN/m)

RJX3/H = 3.9584E+06(kN/m) RJY3/H = 5.1788E+06(kN/m) RJZ3/H = 0.0000E+00(kN/m) ---------------------------------------------------------------------------

Floor No. 4 Tower No. 1

Xstif= -2.9414(m) Ystif= -0.7743(m) Alf = 0.0000(Degree)

Xmass= -2.8753(m) Ymass= -1.1865(m) Gmass(活荷折减)= 1315.4917( 1231.7747)(t)

Eex = 0.0051 Eey = 0.0289

Ratx = 1.0000 Raty = 1.0000

Ratx1= 1.5737 Raty1= 1.5225

Ratx2= 1.2691 Raty2= 1.2454

薄弱层地震剪力放大系数= 1.00

RJX1 = 1.3049E+08(kN/m) RJY1 = 1.3094E+08(kN/m) RJZ1 = 0.0000E+00(kN/m)

RJX3 = 9.5711E+06(kN/m) RJY3 = 1.2791E+07(kN/m) RJZ3 = 0.0000E+00(kN/m)

RJX3/H = 3.3004E+06(kN/m) RJY3/H = 4.4106E+06(kN/m) RJZ3/H = 0.0000E+00(kN/m)

此计算模型首层层高4米，以上均为2.9米。（此模型采取的是剪力墙结构，仅作举例说明）

以上“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)”此处的剪切刚度计算参照高规附录E，用以判断转换层上下结构侧向刚度比。例如，假设此模型为框支转换结构，一层为框支层，则按照附录E.0.1要求，抗震设计时转换层与相邻上层侧向刚度比不应小于0.5，宜接近1，在此处，即第二层的Ratx、Raty要小于2。此时二层的Ratx=RJX1(2F)/RJX1(1F)=1.2951*10/1.0101=1.2821；

Raty=RJY1(2F)/RJY1(1F)=1.3166*10/9.9743=1.3200

如果在二层转换，则三层的Ratx、Raty要小于1/0.6=1.6667。计算方法类似。

根据高规5.3.7，地下室顶板作为上部结构嵌固端，地下一层与首层侧向刚度比