发布时间 : 星期四 文章ABAQUS钢框架结构抗震仿真分析更新完毕开始阅读
钢框架结构抗震仿真分析
1, 50, 1
*Nset, nset=Set-4, generate 1, 66, 1
*Elset, elset=Set-4, generate 1, 50, 1
*Nset, nset=Set-5, generate 1, 66, 1
*Elset, elset=Set-5, generate 1, 50, 1 ** Section: Ban Section
*Shell Section, elset=Set-5, material=concrete 0.1, 5 *End Part **
*Part, name=Liang *Node
1, -3., 4.5, 2, 3., 4.5, 3, 9., 4.5, 4, 9., 0., 5, 9., -4.5, 6, 3., -4.5, 7, -3., -4.5, 8, -9., -4.5, 9, -9., 0., 10, -3., 0., 11, 3., 0., 12, -9., 4.5, 13, -2.4000001, 4.5, 14, -1.79999995, 4.5, 15, -1.20000005, 4.5, 16, -0.600000024, 4.5, 17, 0., 4.5, 18, 0.600000024, 4.5, 19, 1.20000005, 4.5, 20, 1.79999995, 4.5, 21, 2.4000001, 4.5, 22, 3.5999999, 4.5, 23, 4.19999981, 4.5, 24, 4.80000019, 4.5, 25, 5.4000001, 4.5, 26, 6., 4.5, 27, 6.5999999, 4.5, 28, 7.19999981, 4.5, 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.
17
钢框架结构抗震仿真分析
29, 7.80000019, 4.5, 0. 30, 8.39999962, 4.5, 0. 31, 9., 3.9375, 0. 32, 9., 3.375, 0. 33, 9., 2.8125, 0. 34, 9., 2.25, 0. 35, 9., 1.6875, 0. 36, 9., 1.125, 0. 37, 9., 0.5625, 0. 38, 9., 39, 9., 40, 9., 41, 9., 42, 9., 43, 9., 44, 9., 45, 8.39999962, 46, 7.80000019, 47, 7.19999981, 48, 6.5999999, 49, 6., 50, 5.4000001, 51, 4.80000019, 52, 4.19999981, 53, 3.5999999, 54, 2.4000001, 55, 1.79999995, 56, 1.20000005, 57, 0.600000024, 58, 0., 59, -0.600000024, 60, -1.20000005, 61, -1.79999995, 62, -2.4000001, 63, -3.5999999, 64, -4.19999981, 65, -4.80000019, 66, -5.4000001, 67, -6., 68, -6.5999999, 69, -7.19999981, 70, -7.80000019, 71, -8.39999962, 72, -9., -0.5625, 0. -1.125, 0. -1.6875, 0. -2.25, 0. -2.8125, 0. -3.375, 0. -3.9375, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -4.5, 0. -0.5625, 0.
18
钢框架结构抗震仿真分析
73, -9., -1.125, 0. 74, -9., -1.6875, 0. 75, -9., -2.25, 0. 76, -9., -2.8125, 0. 77, -9., -3.375, 0. 78, -9., -3.9375, 0. 79, -3.5999999, 0., 0. 80, -4.19999981, 0., 0. 81, -4.80000019, 0., 0. 82, -5.4000001, 83, -6., 84, -6.5999999, 85, -7.19999981, 86, -7.80000019, 87, -8.39999962, 88, -3., 89, -3., 90, -3., 91, -3., 92, -3., 93, -3., 94, -3., 95, -3., 96, -3., 97, -3., 98, -3., 99, -3., 100, -3., 101, -3., 102, 2.4000001, 103, 1.79999995, 104, 1.20000005, 105, 0.600000024, 106, 0., 107, -0.600000024, 108, -1.20000005, 109, -1.79999995, 110, -2.4000001, 111, 3., 112, 3., 113, 3., 114, 3., 115, 3., 116, 3., 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. -3.9375, 0. -3.375, 0. -2.8125, 0. -2.25, 0. -1.6875, 0. -1.125, 0. -0.5625, 0. 0.5625, 0. 1.125, 0. 1.6875, 0. 2.25, 0. 2.8125, 0. 3.375, 0. 3.9375, 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. -3.9375, 0. -3.375, 0. -2.8125, 0. -2.25, 0. -1.6875, 0. -1.125, 0.
19
钢框架结构抗震仿真分析
117, 3., -0.5625, 0. 118, 3., 0.5625, 0. 119, 3., 1.125, 0. 120, 3., 1.6875, 0. 121, 3., 2.25, 0. 122, 3., 2.8125, 0. 123, 3., 3.375, 0. 124, 3., 3.9375, 0. 125, 8.39999962, 0., 0. 126, 7.80000019, 127, 7.19999981, 128, 6.5999999, 129, 6., 130, 5.4000001, 131, 4.80000019, 132, 4.19999981, 133, 3.5999999, 134, -9., 135, -9., 136, -9., 137, -9., 138, -9., 139, -9., 140, -9., 141, -8.39999962, 142, -7.80000019, 143, -7.19999981, 144, -6.5999999, 145, -6., 146, -5.4000001, 147, -4.80000019, 148, -4.19999981, 149, -3.5999999, *Element, type=B31 1, 1, 13 2, 13, 14 3, 14, 15 4, 15, 16 5, 16, 17 6, 17, 18 7, 18, 19 8, 19, 20 9, 20, 21 10, 21, 2
0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 0., 0. 3.9375, 0. 3.375, 0. 2.8125, 0. 2.25, 0. 1.6875, 0. 1.125, 0. 0.5625, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 4.5, 0. 20