钢框架结构抗震仿真分析

11, 2, 22 12, 22, 23 13, 23, 24 14, 24, 25 15, 25, 26 16, 26, 27 17, 27, 28 18, 28, 29 19, 29, 30 20, 30, 3 21, 3, 31 22, 31, 32 23, 32, 33 24, 33, 34 25, 34, 35 26, 35, 36 27, 36, 37 28, 37, 4 29, 4, 38 30, 38, 39 31, 39, 40 32, 40, 41 33, 41, 42 34, 42, 43 35, 43, 44 36, 44, 5 37, 5, 45 38, 45, 46 39, 46, 47 40, 47, 48 41, 48, 49 42, 49, 50 43, 50, 51 44, 51, 52 45, 52, 53 46, 53, 6 47, 6, 54 48, 54, 55 49, 55, 56 50, 56, 57 51, 57, 58 52, 58, 59 53, 59, 60 54, 60, 61

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钢框架结构抗震仿真分析

55, 61, 62 56, 62, 7 57, 7, 63 58, 63, 64 59, 64, 65 60, 65, 66 61, 66, 67 62, 67, 68 63, 68, 69 64, 69, 70 65, 70, 71 66, 71, 8 67, 9, 72 68, 72, 73 69, 73, 74 70, 74, 75 71, 75, 76 72, 76, 77 73, 77, 78 74, 78, 8 75, 10, 79 76, 79, 80 77, 80, 81 78, 81, 82 79, 82, 83 80, 83, 84 81, 84, 85 82, 85, 86 83, 86, 87 84, 87, 9 85, 7, 88 86, 88, 89 87, 89, 90 88, 90, 91 89, 91, 92 90, 92, 93 91, 93, 94 92, 94, 10 93, 10, 95 94, 95, 96 95, 96, 97 96, 97, 98 97, 98, 99 98, 99, 100

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钢框架结构抗震仿真分析

99, 100, 101 100, 101, 1 101, 11, 102 102, 102, 103 103, 103, 104 104, 104, 105 105, 105, 106 106, 106, 107 107, 107, 108 108, 108, 109 109, 109, 110 110, 110, 10 111, 6, 111 112, 111, 112 113, 112, 113 114, 113, 114 115, 114, 115 116, 115, 116 117, 116, 117 118, 117, 11 119, 11, 118 120, 118, 119 121, 119, 120 122, 120, 121 123, 121, 122 124, 122, 123 125, 123, 124 126, 124, 2 127, 4, 125 128, 125, 126 129, 126, 127 130, 127, 128 131, 128, 129 132, 129, 130 133, 130, 131 134, 131, 132 135, 132, 133 136, 133, 11 137, 12, 134 138, 134, 135 139, 135, 136 140, 136, 137 141, 137, 138 142, 138, 139

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钢框架结构抗震仿真分析

143, 139, 140 144, 140, 9 145, 12, 141 146, 141, 142 147, 142, 143 148, 143, 144 149, 144, 145 150, 145, 146 151, 146, 147 152, 147, 148 153, 148, 149 154, 149, 1

*Nset, nset=Set-1, generate 1, 149, 1 *Elset, elset=Set-1, generate 1, 154, 1 *Nset, nset=Set-3, generate 1, 149, 1 *Elset, elset=Set-3, generate 1, 154, 1 *Nset, nset=Set-4, generate 1, 149, 1 *Elset, elset=Set-4, generate 1, 154, 1

** Section: Liang Section Profile: Liang Profile

*Beam Section, elset=Set-4, material=steel, temperature=GRADIENTS, section=BOX 0.3, 0.3, 0.01, 0.01, 0.01, 0.01 0.,0.,-1. *End Part **

*Part, name=Zhu *Node

1, 9., -4.5, 0. 2, 9., -4.19999981, 0. 3, 9., -3.9000001, 0. 4, 9., -3.5999999, 0. 5, 9., -3.29999995, 0. 6, 9., -3., 0. 7, 9., -2.70000005, 0. 8, 9., -2.4000001, 0. 9, 9., -2.0999999, 0. 10, 9., -1.79999995, 0. 11, 9., -1.5, 0. *Element, type=B31

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