预览加载中,请您耐心等待几秒...
1/10
2/10
3/10
4/10
5/10
6/10
7/10
8/10
9/10
10/10

亲,该文档总共52页,到这已经超出免费预览范围,如果喜欢就直接下载吧~

如果您无法下载资料,请参考说明:

1、部分资料下载需要金币,请确保您的账户上有足够的金币

2、已购买过的文档,再次下载不重复扣费

3、资料包下载后请先用软件解压,在使用对应软件打开

ansys钢管混凝土拱桥 /prep7 /title,theanalyseofsteelarchbridge *************************************************** et,1,82 cyl4,0.6,0.6,0.6,,0.586 cyl4,0.6,2.4,0.6,,0.586 rectng,0.35,0.364,0.8,2.2 rectng,0.85,0.836,0.8,2.2 asel,all aptn,all adele,5,8,1 allsel aadd,all smrtsize,5 amesh,all secwrite,gg,sect,,1 sectype,1,beam,mesh secoffset,cent,,, secread,gg,sect,,mesh asel,all aclear,all adele,all,,,1 /replot cyl4,0.6,0.6,0.586 cyl4,0.6,2.4,0.586 rectng,0.364,0.836,0.8,2.2 allsel aadd,all smrtsize,5 amesh,all secwrite,hnt,sect,,1 sectype,2,beam,mesh secoffset,cent,,, secread,hnt,sect,,mesh asel,all aclear,all adele,all,,,1 k,1,-0.5,0 k,2,-0.75,0.25 k,3,-0.75,0.5 k,4,-0.55,0.5 k,5,-0.55,0.85 k,6,0.55,0.85 k,7,0.55,0.5 k,8,0.75,0.5 k,9,0.75,0.25 k,10,0.5,0 a,1,2,3,4,5,6,7,8,9,10 smrtsize,5 amesh,all secwrite,hl1,sect,,1 sectype,4,beam,mesh secoffset,cent,,, secread,hl1,sect,,mesh asel,all aclear,all adele,all,,,1 k,1,-0.5,0 k,2,-0.5,1 k,3,-0.75,1.25 k,4,-0.75,1.5 k,5,0.75,1.5 k,6,0.75,1.25 k,7,0.5,1 k,8,0.5 a,1,2,3,4,5,6,7,8 smrtsize,5 amesh,all secwrite,hl2,sect,,1 sectype,5,beam,mesh secoffset,cent,,, secread,hl2,sect,,mesh asel,all aclear,all adele,all,,,1 k,1,-0.5,0 k,2,-0.5,1.04 k,3,-0.75,1.04+0.25 k,4,-0.75,1.04+0.5 k,5,-0.55,1.04+0.5 k,6,-0.55,1.04+0.5+0.35 k,7,0.55,1.04+0.5+0.35 k,8,0.55,1.04+0.5 k,9,0.75,1.04+0.5 k,10,0.75,1.04+0.25 k,11,0.5,1.04 k,12,0.5,0 k,13,-0.2,0.58 k,14,-0.2,1.04+0.5-0.3 k,15,0.2,1.04+0.5-0.3 k,16,0.2,0.58 a,1,2,3,4,5,6,7,8,9,10,11,12 a,13,14,15,16 asba,1,2 smrtsize,5 amesh,all secwrite,hl3,sect,,1 sectype,6,beam,mesh secoffset,cent,,, secread,hl3,sect,,mesh asel,all aclear,all adele,all,,,1 ldele,all kdele,all k,1,-0.5,0 k,2,-0.5,1.23 k,3,-0.75,1.23+0.25 k,4,-0.75,1.23+0.5 k,5,-0.55,1.23+0.5 k,6,-0.55,1.23+0.5+0.35 k,7,0.55,1.23+0.5+0.35 k,8,0.55,1.23+0.5 k,9,0.75,1.23+0.5 k,10,0.75,1.23+0.25 k,11,0.5,1.23 k,12,0.5,0 k,13,-0.2,0.38 k,14,-0.3,0.38 k,15,-0.3,1.23+0.5-0.1-0.2 k,16,-0.2,1.23+0.5-0.1 k,17,0.2,1.23+0.5-0.1 k,18