本文件是同济大学老农同志计算成桥3年后恒荷载+活荷载工况1作用下的结构,推荐给大家 /prep7 !-------------------------------------------------------------- ET,1,SOLID187 !定义单元类型,采用10节点四面体单元 !混凝土 C40 MP,EX,1,3.25e4 MP,NUXY,1,0.2 MP,DENS,1,2.5e-6 !钢材 MP,EX,2,2.06e5 MP,NUXY,2,0.3 MP,DENS,2,7.85e-6 !-------------------------------------------------------------- !下面开始实体建模 !-------------------------------------------------------------- !桩承台 k,1,0, 0,0 k,2,11000,0,0 k,3,11000, 3500,0 k,4, 0, 3500,0 k,5,0, 0,2000 k,6,11000,0,2000 k,7,11000, 3500,2000 k,8, 0, 3500,2000 V,1,2,3,4,5,6,7,8 k,15,1000 ,0,3000 k,16,10000,0,3000 k,17,10000, 2500,3000 k,18,1000 , 2500,3000 V,5,6,7,8,15,16,17,18 k,21,3200 ,0 , 3000 k,22,6850 ,0 , 3000 k,23,6850 ,0 ,10920 k,24,3200 ,0 ,10920 k,25,3200 ,1500, 3000 k,26,6850 ,1500, 3000 k,27,6850 ,1100,10920 k,28,3200 ,1100,10920 V,21,22,23,24,25,26,27,28 !-------------------------------------------------------------- !主杆牛腿以下部分 k,31,4200 ,0 , 3000 k,32,4200 ,0 , 9120 k,33,4200 ,1500, 9120 k,34,4200 ,1500, 3000 A,31,32,33,34 k,35,3200 ,0 ,10320 k,36,3200 ,1500,10320 A,32,33,36,35 k,41,5592 ,0 , 6220 k,42,5200 ,0 ,10920 k,43,5592 ,1500, 6200 k,44,5200 ,1500,10920 A,41,42,44,43 k,45,6850 ,0 , 5065 k,46,6850 ,1500, 5065 L,45,46 LARC,41,45,23,1260, LARC,43,46,27,1260, AL,43,45,44,46 ASEL,,,,18,21 VSBA,3,all ALLSEL,ALL VDELE,4 VDELE,5 NUMCMP,VOLU !-------------------------------------------------------------- !主杆牛腿以上部分 k,51,4200 ,0 ,10920 k,52,5200 ,0 ,10920 k,53,5200 ,0 ,26600 k,54,4200 ,0 ,26600 k,55,4200 ,1100 ,10920 k,56,5200 ,1100 ,10920 k,57,5200 ,1100 ,26600 k,58,4200 ,1100 ,26600 V,51,52,53,54,55,56,57,58 !-------------------------------------------------------------- !附杆牛腿以上部分 k,61,5200 ,0 ,10920 k,62,9050 ,0 ,10920 k,63,9050 ,0 ,28000 k,64,5...
