钢框架结构抗震仿真分析
参考文献
[1] 王勖成，有限单元法.北京:清华大学出版社，2003
[2] 马晓峰，ABAQUS6.11有限元分析从入门到精通. 北京：清华出版社，2013 [3] 曹金凤等，ABAQUS有限元分析常见问题与解答. 北京：机械工业出版社，2010
[4] 徐珂.ABAQUS建筑结构分析应用.北京:中国建筑出版社出版社，2013
13
钢框架结构抗震仿真分析
命令流
*Heading
** Job name: gkjdzfzfx Model name: Model-1 ** Generated by: Abaqus/CAE 6.13-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS **
*Part, name=Ban *Node
1, 9., 4.5, 2, 7.19999981, 4.5, 3, 5.4000001, 4.5, 4, 3.5999999, 4.5, 5, 1.79999995, 4.5, 6, 0., 4.5, 7, -1.79999995, 4.5, 8, -3.5999999, 4.5, 9, -5.4000001, 4.5, 10, -7.19999981, 4.5, 11, -9., 4.5, 12, 9., 2.70000005, 13, 7.19999981, 2.70000005, 14, 5.4000001, 2.70000005, 15, 3.5999999, 2.70000005, 16, 1.79999995, 2.70000005, 17, 0., 2.70000005, 18, -1.79999995, 2.70000005, 19, -3.5999999, 2.70000005, 20, -5.4000001, 2.70000005, 21, -7.19999981, 2.70000005, 22, -9., 2.70000005, 23, 9., 0.899999976, 24, 7.19999981, 0.899999976, 25, 5.4000001, 0.899999976, 26, 3.5999999, 0.899999976, 27, 1.79999995, 0.899999976, 28, 0., 0.899999976, 29, -1.79999995, 0.899999976, 30, -3.5999999, 0.899999976, 31, -5.4000001, 0.899999976, 32, -7.19999981, 0.899999976, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
14
钢框架结构抗震仿真分析
33, -9., 0.899999976, 0. 34, 9., -0.899999976, 0. 35, 7.19999981, -0.899999976, 0. 36, 5.4000001, -0.899999976, 0. 37, 3.5999999, -0.899999976, 0. 38, 1.79999995, -0.899999976, 0. 39, 0., -0.899999976, 0. 40, -1.79999995, -0.899999976, 0. 41, -3.5999999, -0.899999976, 0. 42, -5.4000001, -0.899999976, 43, -7.19999981, -0.899999976, 44, -9., -0.899999976, 45, 9., -2.70000005, 46, 7.19999981, -2.70000005, 47, 5.4000001, -2.70000005, 48, 3.5999999, -2.70000005, 49, 1.79999995, -2.70000005, 50, 0., -2.70000005, 51, -1.79999995, -2.70000005, 52, -3.5999999, -2.70000005, 53, -5.4000001, -2.70000005, 54, -7.19999981, -2.70000005, 55, -9., -2.70000005, 56, 9., -4.5, 57, 7.19999981, -4.5, 58, 5.4000001, -4.5, 59, 3.5999999, -4.5, 60, 1.79999995, -4.5, 61, 0., -4.5, 62, -1.79999995, -4.5, 63, -3.5999999, -4.5, 64, -5.4000001, -4.5, 65, -7.19999981, -4.5, 66, -9., -4.5, *Element, type=S4R 1, 1, 2, 13, 12 2, 2, 3, 14, 13 3, 3, 4, 15, 14 4, 4, 5, 16, 15 5, 5, 6, 17, 16 6, 6, 7, 18, 17 7, 7, 8, 19, 18 8, 8, 9, 20, 19 9, 9, 10, 21, 20
0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 15
钢框架结构抗震仿真分析
10, 10, 11, 22, 21 11, 12, 13, 24, 23 12, 13, 14, 25, 24 13, 14, 15, 26, 25 14, 15, 16, 27, 26 15, 16, 17, 28, 27 16, 17, 18, 29, 28 17, 18, 19, 30, 29 18, 19, 20, 31, 30 19, 20, 21, 32, 31 20, 21, 22, 33, 32 21, 23, 24, 35, 34 22, 24, 25, 36, 35 23, 25, 26, 37, 36 24, 26, 27, 38, 37 25, 27, 28, 39, 38 26, 28, 29, 40, 39 27, 29, 30, 41, 40 28, 30, 31, 42, 41 29, 31, 32, 43, 42 30, 32, 33, 44, 43 31, 34, 35, 46, 45 32, 35, 36, 47, 46 33, 36, 37, 48, 47 34, 37, 38, 49, 48 35, 38, 39, 50, 49 36, 39, 40, 51, 50 37, 40, 41, 52, 51 38, 41, 42, 53, 52 39, 42, 43, 54, 53 40, 43, 44, 55, 54 41, 45, 46, 57, 56 42, 46, 47, 58, 57 43, 47, 48, 59, 58 44, 48, 49, 60, 59 45, 49, 50, 61, 60 46, 50, 51, 62, 61 47, 51, 52, 63, 62 48, 52, 53, 64, 63 49, 53, 54, 65, 64 50, 54, 55, 66, 65
*Nset, nset=Set-1, generate 1, 66, 1
*Elset, elset=Set-1, generate
16
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