剛架橋設(shè)計方法與計算理論-文庫吧資料
2025-01-14 14:43本頁面
【正文】 P=1SUB =1TIME=1SMIS6 SMIS12MIN =6490ELEM=20MAX =8510ELEM=151XYZ 10100OCT 24 202222:12:11LINE STRESSSTEP=1SUB =1TIME=1SMIS1 SMIS7MIN =1010ELEM=33MAX =0ELEM=11XYZ 500500OCT 24 202222:12:26LINE STRESSSTEP=1SUB =1TIME=1SMIS2 SMIS8MIN =500ELEM=11MAX =500ELEM=17湖南大學土木工程學院風工程試驗研究中心、橋梁工程系 18 湖南大學土木工程學院風工程試驗研究中心、橋梁工程系 示例２： 1XYZ OCT 24 202222:14:04ELEMENTSUROTFNFORNMOMRFORRMOM結(jié)構(gòu)自重作用下 19 湖南大學土木工程學院風工程試驗研究中心、橋梁工程系 1XYZ OCT 24 202222:22:09DISPLACEMENTSTEP=1SUB =1TIME=1DMX =.3861161XYZ +08+08+08+08+07+07785323.589E+07.110E+08.161E+08OCT 24 202222:23:16LINE STRESSSTEP=1SUB =1TIME=1SMIS6 SMIS12MIN =+08ELEM=20MAX =.161E+08ELEM=161XYZ +08+07+07+07+07+07+07+07+070OCT 24 202222:22:28LINE STRESSSTEP=1SUB =1TIME=1SMIS1 SMIS7MIN =+08ELEM=31MAX =0ELEM=11XYZ +07+07+07+07340080340080.102E+07.170E+07.238E+07.306E+07OCT 24 202222:22:49LINE STRESSSTEP=1SUB =1TIME=1SMIS2 SMIS8MIN =+07ELEM=11MAX =.306E+07ELEM=2020 /PREP7 N,1, N,11, N,21, N,31, N,41, N,51, N,61, N,71, FILL,1,11 FILL,11,21 FILL,21,31 FILL,41,51 FILL,61,71 ET,1,BEAM4 MP,EX,1,+10 MP,DENS,1,2600 MP,ALPX,1, MP,PRXY,1, R,1,1/3,4,1, RMORE,4/3 TYPE,1 MAT,1 REAL,1 *DO,I,1,30 E,I,I+1 *ENDDO *DO,I,41,50 E,I,I+1 *ENDDO *DO,I,61,70 E,I,I+1 *ENDDO NUMMRG,NODE, , , ,LOW /SOLU ACEL,0 D,41,UX,0,UY,UZ,RO
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