文本描述
WMASS.OUT
......
1 11
1.00
------------
--
11.00
2---30.85
4---50.70
6---80.65
9---20 0.60
20 0.55
....
2010
BK_TQL = 100.00
BT = 0.85
BM = 1.00
BLZ = 0.50
TB = 0.40
RSF = 1.00
0.2VoVSEG =1
1KQ1 =2, KQ2 = 10
0.2VoKQ_L = 2.00
KZZ_L = 5.00
NTL =0
RTL = 1.00
CPCOEF91 = 1.15
5.2.5IAUTO525 =1
XI1 = 0.50
XI2 = 0.50
IREGU_KZZB =1
NWEAK =1
WEAKCOEF = 1.25
WEAKNO =3
NSTREN =0
....
(N/mm2):JB =360
(N/mm2):JC =360
(N/mm2): FYH =360
(N/mm2): FYW =360
(N/mm2): JWB =360
(mm): SB = 100.00
(mm): SC = 100.00
(mm):SWH = 200.00
(%): RWV = 0.25
: NSW =3
NSW:RWV1 = 0.60
: RGX = 1.00
....
: RWO = 1.00
:
:
:
P-Delt
:
:
: RN = 0.85
(mm): BCB =20.00
(mm): ACA =20.00
7.2.16-4:
:
6.4.5:
B.0.4:
....
: CDEAD= 1.20
: CLIVE= 1.40
: CWIND= 1.40WMASS.OUT
: CEA_H= 1.30
: CEA_V= 0.50
:CTEMP = 1.40
:CCRAN = 1.40
: CSPW = 1.40
: CD_L = 0.70
: CD_W = 0.60
: CEA_L = 0.50
:CEA_C = 0.50
: CD_C = 0.70
琘琘琘琘琘琘琘琘琘琘:
: CD_TDL = 0.60
:CD_TW = 0.00
:CD_TE = 0.00
: CC_T = 0.30
......
(MN/m4):MI = 5.00
: MMSOIL =0
(kN/m3): Gsol =18.00
: Rsol = 0.50
(mm): WCW =35.00
(m): Hout =-0.30
(m): Hwat =-1.30
(kN/m2): Qgrd =10.00
...........
琘琘 琘琘21
31
41
51
.
琘琘 琘琘
31
.
琘琘 琘琘
.......
琘琘 琘琘 琘琘21
31
41
51
61
*********************************************************
* *
*********************************************************
琘琘琘琘琘琘琘 X琘琘 Y琘琘 Z
(m) (m)(t)(t)
11 1-14.575 9.50851.650 1659.4 25.20.0 0.74
10 1-14.190 8.91645.750 1986.8278.60.0 1.12
9 1-14.636 8.77341.100 1858.3163.70.0 1.01
8 1-14.709 8.75137.500 1845.6166.30.0 1.00
7 1-14.767 8.74733.900 1850.8165.30.0 1.00
6 1-14.767 8.74730.300 1850.8165.30.0 1.00
5 1-14.767 8.74726.700 1850.8165.30.0 0.97
4 1-14.761 8.74623.100 1907.8165.30.0 0.44
3 1-15.93914.29119.500 4468.3221.40.0 1.35
2 1-15.214 8.17312.950 3295.8180.20.0 0.28
1 1-16.209-1.300 5.95011217.8 1112.70.0 1.00
(t): 2809.365
(t):33792.387
(t):0.000
(t):36601.750
琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘
琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘
琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘琘 (1t = 1000kg)
琘 3 琘
WMASS.OUT
*********************************************************
* *
*********************************************************
) 湀湀 湀湀
()()() (m) (m)
1(1) 1 382(30/ 360)70(45/ 360) 101(45/ 360)5.950 5.950
2(2) 1 197(30/ 360)40(45/ 360)27(45/ 360)7.00012.950
3(3) 1 480(30/ 360)34(45/ 360)23(45/ 360)6.55019.500
4(4) 1 365(30/ 360)27(45/ 360)23(45/ 360)3.60023.100
5(5) 1 365(30/ 360)27(40/ 360)23(40/ 360)3.60026.700
6(5) 1 365(30/ 360)27(40/ 360)23(40/ 360)3.60030.300
7(5) 1 365(30/ 360)27(30/ 360)23(30/ 360)3.60033.900
8(6) 1 369(30/ 360)27(30/ 360)23(30/ 360)3.60037.500
9(7) 1 375(30/ 360)27(30/ 360)23(30/ 360)3.60041.100
10(8) 1 180(30/ 360)27(30/ 360)23(30/ 360)4.65045.750
11(9) 1 113(30/ 360)27(30/ 360)16(30/ 360)5.90051.650
*********************************************************
* *
*********************************************************
湀湀湀湀湀 X湀湀XX Y湀湀YY
11 1 194.75194.81149.0 615.02615.03628.6
10 1 141.47336.22712.5 448.54 1063.68574.1
9 1 102.34438.64291.3 325.49 1389.0 13574.7
8 196.79535.46218.6 308.57 1697.6 19686.1
7 191.16626.58474.1 291.37 1989.0 26846.4
6 185.40711.9 11037.0 273.67 2262.7 34992.0
5 179.41791.3 13885.9 255.17 2517.8 44056.2
4 173.06864.4 16997.7 235.47 2753.3 53968.1
3 1 247.77 1112.2 24282.4 389.26 3142.6 74551.9
2 1 329.90 1442.1 34376.9 352.57 3495.1 99017.9
1 1 0.00 1442.1 42957.2 0.00 3495.1119813.9
===========================================================================
===========================================================================
湀湀湀 湀湀XY
11 0.05 0.05
21 0.05 0.05
31 0.05 0.05
41 0.05 0.05
51 0.05 0.05
61 0.05 0.05
71 0.05 0.05
81 0.05 0.05
91 0.05 0.05
101 0.05 0.05
111 0.05 0.05
===========================================================================
:m,m**2)
===========================================================================
湀湀湀 湀湀湀湀湀湀X湀湀Y B H BMAX BMIN
11 3438.03-15.885.42 62.55 54.58 63.21 53.82
21 1498.56-14.605.78 71.67 43.22 71.67 43.22
31 2030.65-16.27 14.95 60.84 35.58 60.93 35.43
41 1344.00-14.608.85 67.20 20.00 67.20 20.00
51 1344.00-14.608.85 67.20 20.00 67.20 20.00
61 1344.00-14.608.85 67.20 20.00 67.20 20.00
71 1344.00-14.608.85 67.20 20.00 67.20 20.00
81 1344.00-14.608.85 67.20 20.00 67.20 20.00
91 1344.00-14.608.85 67.20 20.00 67.20 20.00
101 1344.00-14.608.85 67.20 20.00 67.20 20.00
111 1344.00-14.608.85 67.20 20.00 67.20 20.00
===========================================================================
湀 4 湀
WMASS.OUT
:kg/m**2)
===========================================================================
g[i] max(g[i]/g[i-1],g[i]/g[i+1])
11 3586.511.55
21 2319.561.00
31 2309.451.50
41 1542.481.03
51 1500.121.00
61 1500.121.00
71 1500.121.00
81 1496.981.00
91 1504.471.01
101 1685.561.34
111 1253.411.00
===========================================================================
===========================================================================
: 2015. 9. 6
: 16: 0:50
: 1048.00MB
:
:
:
:
:
: 2015. 9. 6
: 16: 3: 2
:0: 2:12
===========================================================================
Floor No:
Tower No:
XstifYstif:XY
Alf :
XmassYmass:XY
Gmass :
EexEey: XY
RatxRaty: XY )
Ratx1Raty1 : XY 70%
80%
Ratx2Raty2: XY 90%110%150%
110%1.5150%
RJX1RJY1RJZ1: )
RJX3RJY3RJZ3: )
===========================================================================
Floor No. 1 Tower No. 1
Xstif=-8.6778(m) Ystif= 1.2015(m) Alf= 0.0000(Degree)
Xmass= -16.2086(m) Ymass=-1.3004(m) Gmass()= 13443.2539( 12330.5254)(t)
Eex= 0.3248Eey= 0.0678
Ratx = 1.0000Raty = 1.0000
Ratx1=49.0542Raty1=12.4042
Ratx2=32.4303Raty2= 8.2006
= 1.00
RJX1 = 1.9398E+08(kN/m)RJY1 = 5.8902E+07(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.2245E+07(kN/m)RJY3 = 2.9438E+07(kN/m)RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 1.5503E+07(kN/m)RJY3/H = 4.9475E+06(kN/m)RJZ3/H = 0.0000E+00(kN/m)
----------
Floor No. 2 Tower No. 1
Xstif= -16.4462(m) Ystif=10.8226(m) Alf= 0.0000(Degree)
Xmass= -15.2143(m) Ymass= 8.1728(m) Gmass()=3656.1973(3476.0032)(t)
Eex= 0.0515Eey= 0.1030
Ratx = 0.1509Raty = 0.3991
Ratx1= 1.6621Raty1= 1.9641
Ratx2= 1.7635Raty2= 1.7239
5。