PKPM楼层侧刚疑问

发布于：2012-08-29 10:46:29 来自：建筑结构/PKPM [复制转发]

Floor No.
1
Tower No.
1

Xstif=
15.3128(m)
Ystif=
14.5777(m)
Alf
=
0.0000(Degree)

Xmass=
14.1609(m)
Ymass=
13.5934(m)
Gmass( 活荷折减 )=
5375.6123(
4540.2729)(t)

Eex
=
0.0871
Eey
=
0.0862

Ratx =
1.0000
Raty =
1.0000

Ratx1=

2.4037
Raty1=
2.3613

Ratx2=
1.0681
Raty2=
1.0155
薄弱层地震剪力放大系数 = 1.00

RJX1 = 3.5452E+07(kN/m)
RJY1 = 3.6183E+07(kN/m)
RJZ1 = 0.0000E+00(kN/m)

RJX2 = 2.3490E+07(kN/m)
RJY2 = 3.1524E+07(kN/m)
RJZ2 = 4.1093E+09(kN/m)

RJX3 = 1.0498E+07(kN/m)
RJY3 = 1.4073E+07(kN/m)
RJZ3 = 0.0000E+00(kN/m)

---------------------------------------------------------------------------

Floor No.
2
Tower No.
1

Xstif=
15.5370(m)
Ystif=
14.3145(m)
Alf
=
0.0000(Degree)

Xmass=
14.0578(m)
Ymass=
12.8912(m)
Gmass( 活荷折减 )= 14579.8105( 12977.0303)(t)

Eex
=
0.1183
Eey
=
0.1309

Ratx =
0.9216
Raty =
0.9216

Ratx1=
1.1754
Raty1=
1.3200

Ratx2=
1.5259
Raty2=
1.7135
薄弱层地震剪力放大系数 = 1.00

RJX1 = 3.2672E+07(kN/m)
RJY1 = 3.3345E+07(kN/m)
RJZ1 = 0.0000E+00(kN/m)

RJX2 = 2.1402E+07(kN/m)
RJY2 = 2.8315E+07(kN/m)
RJZ2 = 3.3481E+09(kN/m)

RJX3 = 6.0386E+06(kN/m)
RJY3 = 8.5144E+06(kN/m)
RJZ3 = 0.0000E+00(kN/m)

---------------------------------------------------------------------------

Floor No.
3
Tower No.
1

Xstif=
15.9942(m)
Ystif=
13.7578(m)
Alf
=
0.0000(Degree)

Xmass=
16.1628(m)
Ymass=
14.0527(m)
Gmass( 活荷折减 )=
1874.2776(
1587.8861)(t)

Eex
=
0.0134
Eey
=
0.0246

Ratx =
1.3569
Raty =
1.2250

Ratx1=
2.9472
Raty1=
3.2500

Ratx2=
1.2358
Raty2=
1.3708
薄弱层地震剪力放大系数 = 1.00

RJX1 = 4.4332E+07(kN/m)
RJY1 = 4.0848E+07(kN/m)
RJZ1 = 0.0000E+00(kN/m)

RJX2 = 6.0979E+07(kN/m)
RJY2 = 6.7030E+07(kN/m)
RJZ2 = 9.6561E+09(kN/m)

RJX3 = 7.3393E+06(kN/m)
RJY3 = 9.2151E+06(kN/m)
RJZ3 = 0.0000E+00(kN/m)

中间Ratx2=
1.5259
Raty2=
1.7135 是怎么算出来的哦我2层层高5100 3层是2500

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