钢结构人行桥命令流Word文档格式.docx
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StructureType
iSTYP,iMASS,iSMAS,bMASSOFFSET,bSELFWEIGHT,GRAV,TEMPER,bALIGNBEAM,bALIGNSLAB
0,1,1,NO,YES,9806,0,NO,NO
*REBAR-MATL-CODE;
RebarMaterialCode
CONC_CODE,CONC_MDB,SRC_CODE,SRC_MDB
JTG04（RC）,HRB335,JTG04（RC）,HRB335
*NODE;
Nodes
iNO,X,Y,Z
1,-19970,0,0
2,-19620,0,0
3,-19000,0,0
4,-18000,0,0
5,-16000,0,0
6,-14000,0,0
7,-12000,0,0
8,-10000,0,0
9,-8000,0,0
10,-6000,0,0
11,-4000,0,0
12,-2000,0,0
13,0,0,0
14,2000,0,0
15,4000,0,0
16,6000,0,0
17,8000,0,0
18,10000,0,0
19,12000,0,0
20,14000,0,0
21,16000,0,0
22,18000,0,0
23,19000,0,0
24,19620,0,0
25,19970,0,0
26,-19620,0,-1200
27,19620,0,-1200
*ELEMENT;
Elements
iEL,TYPE,iMAT,iPRO,iN1,iN2,ANGLE,iSUB,EXVAL,iOPT（EXVAL2）;
FrameElement
iEL,TYPE,iMAT,iPRO,iN1,iN2,ANGLE,iSUB,EXVAL,EXVAL2,bLMT;
Comp/TensTruss
iEL,TYPE,iMAT,iPRO,iN1,iN2,iN3,iN4,iSUB,iWID;
PlanarElement
iEL,TYPE,iMAT,iPRO,iN1,iN2,iN3,iN4,iN5,iN6,iN7,iN8;
SolidElement
iEL,TYPE,iMAT,iPRO,iN1,iN2,REF,RPX,RPY,RPZ,iSUB,EXVAL;
Frame（Ref.Point）
1,BEAM,1,1,1,2,0
2,BEAM,1,1,2,3,0
3,BEAM,1,1,3,4,0
4,BEAM,1,1,4,5,0
5,BEAM,1,1,5,6,0
6,BEAM,1,1,6,7,0
7,BEAM,1,1,7,8,0
8,BEAM,1,1,8,9,0
9,BEAM,1,1,9,10,0
10,BEAM,1,1,10,11,0
11,BEAM,1,1,11,12,0
12,BEAM,1,1,12,13,0
13,BEAM,1,1,13,14,0
14,BEAM,1,1,14,15,0
15,BEAM,1,1,15,16,0
16,BEAM,1,1,16,17,0
17,BEAM,1,1,17,18,0
18,BEAM,1,1,18,19,0
19,BEAM,1,1,19,20,0
20,BEAM,1,1,20,21,0
21,BEAM,1,1,21,22,0
22,BEAM,1,1,22,23,0
23,BEAM,1,1,23,24,0
24,BEAM,1,1,24,25,0
*GROUP;
Group
NAME,NODE_LIST,ELEM_LIST,PLANE_TYPE
主梁,1to27,1to24,0
*BNDR-GROUP;
BoundaryGroup
NAME
永久边界
*LOAD-GROUP;
LoadGroup
自重
二期恒载
*MATERIAL;
Material
iMAT,TYPE,MNAME,SPHEAT,HEATCO,PLAST,TUNIT,bMASS,DAMPRATIO,[DATA1];
STEEL,CONC,USER
iMAT,TYPE,MNAME,SPHEAT,HEATCO,PLAST,TUNIT,bMASS,DAMPRATIO,[DATA2],[DATA2];
SRC
[DATA1]:
1,DB,NAME,CODE
2,ELAST,POISN,THERMAL,DEN,MASS
3,Ex,Ey,Ez,Tx,Ty,Tz,Sxy,Sxz,Syz,Pxy,Pxz,Pyz,DEN,MASS;
Orthotropic
[DATA2]:
1,DB,NAME,CODEor2,ELAST,POISN,THERMAL,DEN,MASS
1,STEEL,Q345C,0,0,,C,NO,0.02,1,GB03（S）,,Q345
*MATL-COLOR
iMAT,W_R,W_G,W_B,HF_R,HF_G,HF_B,HE_R,HE_G,HE_B,bBLEND,FACT
1,255,0,0,0,255,0,0,0,255,NO,0.5
*SECT-PSCVALUE;
PSCValue,GeneralSection,CompositePC,CompositeGeneral
SECT=iSEC,TYPE,SNAME,[OFFSET],bSD,SHAPE,bBU,bEQ;
1stline
[STIFF1];
2ndline
[STIFF2];
3rdline
[STIFF3];
4thline
T1,T2,BT,HT;
5thline（PSC）
bSHEARCHK,[SCHK],[WT];
6thline（PSC）
SW,GN,CTC,Bc,Tc,Hh,EsEc,DsDc,Ps,Pc;
7thline（COMPOSITE-PC）
OPOLY=X1,Y1,X2,Y2,...,Xn,Yn;
OuterPolygon（PLANE）
IPOLY=X1,Y1,X2,Y2,...,Xn,Yn;
InnerPolygon（PLANE）
...
VERTEX=X1,Y1,X2,Y2,...,Xn,Yn;
Vertex（General-LINE）
LINE=VI1,VJ1,dTHIK1,iALIGN1;
Line（General-LINE）
LINE=VIn,VJn,dTHIKn,iALIGNn;
LOOP=COUNT1,LIX11,LIX12,...,LIXn;
LOOP=COUNTn,LIXn1,LIXn2,...,LIXnn;
SECT=iSEC,TYPE,SNAME,[OFFSET2],bSD,SHAPE,iyVAR,izVAR,bEQ;
1stline-TAPERED
[STIFF1-I];
[STIFF2-I];
[STIFF3-I];
[STIFF1-J];
5thline
[STIFF2-J];
6thline
[STIFF3-J];
7thline
T1-I,T2-I,BT-I,HT-I,T1-J,T2-J,BT-J,HT-J;
8thline（PSC）
bSHEARCHK,[SCHK-I],[WT-I],[SCHK-J],[WT-J];
9rdline（PSC）
OPOLY=bI,X1,Y1,X2,Y2,...,Xn,Yn;
IPOLY=bI,X1,Y1,X2,Y2,...,Xn,Yn;
VERTEX=bI,X1,Y1,X2,Y2,...,Xn,Yn;
LINE=bI,VI1,VJ1,dTHIK1,iALIGN1;
LINE=bI,VIn,VJn,dTHIKn,iALIGNn;
LOOP=bI,COUNT1,LIX11,LIX12,...,LIXn;
LOOP=bI,COUNTn,LIXn1,LIXn2,...,LIXnn;
SECT=iSEC,TYPE,SNAME,[OFFSET],bSD,SHAPE,bBU,bEQ,BPRT;
1stline-COMPOSITE-GEN
[PART1];
[PART2];
SECT=iSEC,TY
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