analysis of four span continuous beam bridge

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limaochang
Posts: 9
Joined: Wed Jun 17, 2020 6:54 pm

analysis of four span continuous beam bridge

Post by limaochang » Tue Sep 15, 2020 7:10 pm

Hello,recently I am modeling a four span continuous beam bridge,but I just start learning opensees,when I run the analysis,some errors have appeared,and here is my code of this model,please help me fix the code ,thank you!
model BasicBuilder -ndm 3 -ndf 6
# Node tag xCrd yCrd zCrd ndf
node 1 +0.000000E+00 -3.350000E+03 +0.000000E+00 -ndf 6
node 2 +0.000000E+00 +3.350000E+03 +0.000000E+00 -ndf 6
node 3 +0.000000E+00 -3.350000E+03 +6.250000E+03 -ndf 6
node 4 +0.000000E+00 +3.350000E+03 +6.250000E+03 -ndf 6
node 5 +0.000000E+00 -3.350000E+03 +1.300000E+04 -ndf 6
node 6 +0.000000E+00 +3.350000E+03 +1.300000E+04 -ndf 6
node 7 +0.000000E+00 +0.000000E+00 +1.300000E+04 -ndf 6
node 8 +0.000000E+00 -1.675000E+03 +1.300000E+04 -ndf 6
node 9 +0.000000E+00 +1.675000E+03 +1.300000E+04 -ndf 6
node 10 +0.000000E+00 -5.780000E+03 +1.300000E+04 -ndf 6
node 11 +0.000000E+00 +5.780000E+03 +1.300000E+04 -ndf 6
node 12 +0.000000E+00 +0.000000E+00 +1.304000E+04 -ndf 6
node 13 +0.000000E+00 -1.675000E+03 +1.304000E+04 -ndf 6
node 14 +0.000000E+00 +1.675000E+03 +1.304000E+04 -ndf 6
node 15 +0.000000E+00 -3.350000E+03 +1.304000E+04 -ndf 6
node 16 +0.000000E+00 +3.350000E+03 +1.304000E+04 -ndf 6
node 17 -4.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 18 -4.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 19 +0.000000E+00 +0.000000E+00 +1.485000E+04 -ndf 6
node 20 +0.000000E+00 -1.675000E+03 +1.485000E+04 -ndf 6
node 21 +0.000000E+00 +1.675000E+03 +1.485000E+04 -ndf 6
node 22 +0.000000E+00 -3.350000E+03 +1.485000E+04 -ndf 6
node 23 +0.000000E+00 +3.350000E+03 +1.485000E+04 -ndf 6
node 24 +0.000000E+00 -5.780000E+03 +1.485000E+04 -ndf 6
node 25 +0.000000E+00 +5.780000E+03 +1.485000E+04 -ndf 6
node 26 -2.000000E+04 -3.350000E+03 +7.900000E+03 -ndf 6
node 27 -2.000000E+04 +3.350000E+03 +7.900000E+03 -ndf 6
node 28 -2.000000E+04 -3.350000E+03 +1.300000E+04 -ndf 6
node 29 -2.000000E+04 +3.350000E+03 +1.300000E+04 -ndf 6
node 30 -2.000000E+04 +0.000000E+00 +1.300000E+04 -ndf 6
node 31 -2.000000E+04 -1.675000E+03 +1.300000E+04 -ndf 6
node 32 -2.000000E+04 +1.675000E+03 +1.300000E+04 -ndf 6
node 33 -2.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 34 -2.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 35 -2.000000E+04 +0.000000E+00 +1.304000E+04 -ndf 6
node 36 -2.000000E+04 -1.675000E+03 +1.304000E+04 -ndf 6
node 37 -2.000000E+04 +1.675000E+03 +1.304000E+04 -ndf 6
node 38 -2.000000E+04 -3.350000E+03 +1.304000E+04 -ndf 6
node 39 -2.000000E+04 +3.350000E+03 +1.304000E+04 -ndf 6
node 40 -2.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 41 -2.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 42 -2.000000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 43 -2.000000E+04 -1.675000E+03 +1.485000E+04 -ndf 6
node 44 -2.000000E+04 +1.675000E+03 +1.485000E+04 -ndf 6
node 45 -2.000000E+04 -3.350000E+03 +1.485000E+04 -ndf 6
node 46 -2.000000E+04 +3.350000E+03 +1.485000E+04 -ndf 6
node 47 -2.000000E+04 +5.780000E+03 +1.485000E+04 -ndf 6
node 48 -2.000000E+04 -5.780000E+03 +1.485000E+04 -ndf 6
node 49 +2.000000E+04 -3.350000E+03 +5.000000E+03 -ndf 6
node 50 +2.000000E+04 +3.350000E+03 +5.000000E+03 -ndf 6
node 51 +2.000000E+04 -3.350000E+03 +1.300000E+04 -ndf 6
node 52 +2.000000E+04 +3.350000E+03 +1.300000E+04 -ndf 6
node 53 +2.000000E+04 +0.000000E+00 +1.300000E+04 -ndf 6
node 54 +2.000000E+04 -1.675000E+03 +1.300000E+04 -ndf 6
node 55 +2.000000E+04 +1.675000E+03 +1.300000E+04 -ndf 6
node 56 +2.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 57 +2.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 58 +2.000000E+04 +0.000000E+00 +1.304000E+04 -ndf 6
node 59 +2.000000E+04 -1.675000E+03 +1.304000E+04 -ndf 6
node 60 +2.000000E+04 +1.675000E+03 +1.304000E+04 -ndf 6
node 61 +2.000000E+04 -3.350000E+03 +1.304000E+04 -ndf 6
node 62 +2.000000E+04 +3.350000E+03 +1.304000E+04 -ndf 6
node 63 +0.000000E+00 -5.780000E+03 +1.300000E+04 -ndf 6
node 64 +0.000000E+00 +5.780000E+03 +1.300000E+04 -ndf 6
node 65 +2.000000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 66 +2.000000E+04 -1.675000E+03 +1.485000E+04 -ndf 6
node 67 +2.000000E+04 +1.675000E+03 +1.485000E+04 -ndf 6
node 68 +2.000000E+04 -3.350000E+03 +1.485000E+04 -ndf 6
node 69 +2.000000E+04 +3.350000E+03 +1.485000E+04 -ndf 6
node 70 +2.000000E+04 -5.780000E+03 +1.485000E+04 -ndf 6
node 71 +2.000000E+04 +5.780000E+03 +1.485000E+04 -ndf 6
node 72 -4.000000E+04 +0.000000E+00 +1.300000E+04 -ndf 6
node 73 -4.000000E+04 -1.675000E+03 +1.300000E+04 -ndf 6
node 74 -4.000000E+04 +1.675000E+03 +1.300000E+04 -ndf 6
node 75 -4.000000E+04 -3.350000E+03 +1.300000E+04 -ndf 6
node 76 -4.000000E+04 +3.350000E+03 +1.300000E+04 -ndf 6
node 77 -4.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 78 -4.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 79 -4.000000E+04 +0.000000E+00 +1.304000E+04 -ndf 6
node 80 -4.000000E+04 -1.675000E+03 +1.304000E+04 -ndf 6
node 81 -4.000000E+04 +1.675000E+03 +1.304000E+04 -ndf 6
node 82 -4.000000E+04 -3.350000E+03 +1.304000E+04 -ndf 6
node 83 -4.000000E+04 +3.350000E+03 +1.304000E+04 -ndf 6
node 84 +2.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 85 +2.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 86 -4.000000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 87 -4.000000E+04 -1.675000E+03 +1.485000E+04 -ndf 6
node 88 -4.000000E+04 +1.675000E+03 +1.485000E+04 -ndf 6
node 89 -4.000000E+04 -3.350000E+03 +1.485000E+04 -ndf 6
node 90 -4.000000E+04 +3.350000E+03 +1.485000E+04 -ndf 6
node 91 -4.000000E+04 -5.780000E+03 +1.485000E+04 -ndf 6
node 92 -4.000000E+04 +5.780000E+03 +1.485000E+04 -ndf 6
node 93 +4.000000E+04 +0.000000E+00 +1.300000E+04 -ndf 6
node 94 +4.000000E+04 -1.675000E+03 +1.300000E+04 -ndf 6
node 95 +4.000000E+04 +1.675000E+03 +1.300000E+04 -ndf 6
node 96 +4.000000E+04 -3.350000E+03 +1.300000E+04 -ndf 6
node 97 +4.000000E+04 +3.350000E+03 +1.300000E+04 -ndf 6
node 98 +4.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 99 +4.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 100 +4.000000E+04 +0.000000E+00 +1.304000E+04 -ndf 6
node 101 +4.000000E+04 -1.675000E+03 +1.304000E+04 -ndf 6
node 102 +4.000000E+04 +1.675000E+03 +1.304000E+04 -ndf 6
node 103 +4.000000E+04 -3.350000E+03 +1.304000E+04 -ndf 6
node 104 +4.000000E+04 +3.350000E+03 +1.304000E+04 -ndf 6
node 105 +4.000000E+04 -5.780000E+03 +1.300000E+04 -ndf 6
node 106 +4.000000E+04 +5.780000E+03 +1.300000E+04 -ndf 6
node 107 +4.000000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 108 +4.000000E+04 -1.675000E+03 +1.485000E+04 -ndf 6
node 109 +4.000000E+04 +1.675000E+03 +1.485000E+04 -ndf 6
node 110 +4.000000E+04 -3.350000E+03 +1.485000E+04 -ndf 6
node 111 +4.000000E+04 +3.350000E+03 +1.485000E+04 -ndf 6
node 112 +4.000000E+04 -5.780000E+03 +1.485000E+04 -ndf 6
node 113 +4.000000E+04 +5.780000E+03 +1.485000E+04 -ndf 6
node 114 -4.000000E+04 +0.000000E+00 +1.200000E+04 -ndf 6
node 115 +4.000000E+04 +0.000000E+00 +1.200000E+04 -ndf 6
node 116 -3.951000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 117 -3.810000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 118 -3.495000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 119 -3.334000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 120 -3.316000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 121 -2.684000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 122 -2.666000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 123 -2.505000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 124 -2.190000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 125 -2.049000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 126 -1.860000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 127 -1.770000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 128 -1.455000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 129 -1.334000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 130 -1.316000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 131 -6.840000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 132 -6.660000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 133 -5.450000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 134 -2.300000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 135 -1.400000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 136 +3.951000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 137 +3.810000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 138 +3.495000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 139 +3.334000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 140 +3.316000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 141 +2.684000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 142 +2.666000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 143 +2.505000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 144 +2.190000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 145 +2.049000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 146 +1.860000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 147 +1.770000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 148 +1.455000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 149 +1.334000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 150 +1.316000E+04 +0.000000E+00 +1.485000E+04 -ndf 6
node 151 +6.840000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 152 +6.660000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 153 +5.450000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 154 +2.300000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
node 155 +1.400000E+03 +0.000000E+00 +1.485000E+04 -ndf 6
# SPC tag Dx Dy Dz Rx Ry Rz
fix 1 1 1 1 1 1 1
fix 2 1 1 1 1 1 1
fix 26 1 1 1 1 1 1
fix 27 1 1 1 1 1 1
fix 49 1 1 1 1 1 1
fix 50 1 1 1 1 1 1
fix 114 1 1 1 1 1 1
fix 115 1 1 1 1 1 1
mass 19 +1.235976E+04 +1.235976E+04 +1.235976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 42 +1.015650E+04 +1.015650E+04 +1.015650E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 65 +1.015650E+04 +1.015650E+04 +1.015650E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 86 +2.633167E+03 +2.633167E+03 +2.633167E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 107 +2.633167E+03 +2.633167E+03 +2.633167E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 116 +1.021024E+04 +1.021024E+04 +1.021024E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 117 +2.450457E+04 +2.450457E+04 +2.450457E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 118 +2.557934E+04 +2.557934E+04 +2.557934E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 119 +9.619120E+03 +9.619120E+03 +9.619120E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 120 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 121 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 122 +9.619120E+03 +9.619120E+03 +9.619120E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 123 +2.557934E+04 +2.557934E+04 +2.557934E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 124 +2.450457E+04 +2.450457E+04 +2.450457E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 125 +1.021024E+04 +1.021024E+04 +1.021024E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 126 +1.235976E+04 +1.235976E+04 +1.235976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 127 +2.176393E+04 +2.176393E+04 +2.176393E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 128 +2.342981E+04 +2.342981E+04 +2.342981E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 129 +7.469596E+03 +7.469596E+03 +7.469596E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 130 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 131 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 132 +7.469596E+03 +7.469596E+03 +7.469596E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 133 +2.342981E+04 +2.342981E+04 +2.342981E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 134 +2.176393E+04 +2.176393E+04 +2.176393E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 135 +1.235976E+04 +1.235976E+04 +1.235976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 136 +1.021024E+04 +1.021024E+04 +1.021024E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 137 +2.450457E+04 +2.450457E+04 +2.450457E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 138 +2.557934E+04 +2.557934E+04 +2.557934E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 139 +9.619120E+03 +9.619120E+03 +9.619120E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 140 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 141 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 142 +9.619112E+03 +9.619120E+03 +9.619120E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 143 +2.557934E+04 +2.557934E+04 +2.557934E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 144 +2.450457E+04 +2.450457E+04 +2.450457E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 145 +1.021024E+04 +1.021024E+04 +1.021024E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 146 +1.235976E+04 +1.235976E+04 +1.235976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 147 +2.176393E+04 +2.176393E+04 +2.176393E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 148 +2.342981E+04 +2.342981E+04 +2.342981E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 149 +7.469596E+03 +7.469596E+03 +7.469596E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 150 +3.492976E+04 +3.492976E+04 +3.492976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 151 +3.392976E+04 +3.392976E+04 +3.392976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 152 +7.469596E+03 +7.469596E+03 +7.469596E+03 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 153 +2.342981E+04 +2.342981E+04 +2.342981E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 154 +2.176393E+04 +2.176393E+04 +2.176393E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
mass 155 +1.235976E+04 +1.235976E+04 +1.235976E+04 +0.000000E+00 +0.000000E+00 +0.000000E+00
equalDOF 19 12 1 2 3 4 5 6
equalDOF 19 20 1 2 3 4 5 6
equalDOF 20 13 1 2 3 4 5 6
equalDOF 20 22 1 2 3 4 5 6
equalDOF 21 14 1 2 3 4 5 6
equalDOF 21 19 1 2 3 4 5 6
equalDOF 22 15 1 2 3 4 5 6
equalDOF 22 24 1 2 3 4 5 6
equalDOF 23 16 1 2 3 4 5 6
equalDOF 23 21 1 2 3 4 5 6
equalDOF 24 63 1 2 3 4 5 6
equalDOF 25 23 1 2 3 4 5 6
equalDOF 41 47 1 2 3 4 5 6
equalDOF 42 35 1 2 3 4 5 6
equalDOF 42 43 1 2 3 4 5 6
equalDOF 43 36 1 2 3 4 5 6
equalDOF 43 45 1 2 3 4 5 6
equalDOF 44 37 1 2 3 4 5 6
equalDOF 44 42 1 2 3 4 5 6
equalDOF 45 38 1 2 3 4 5 6
equalDOF 45 48 1 2 3 4 5 6
equalDOF 46 39 1 2 3 4 5 6
equalDOF 46 44 1 2 3 4 5 6
equalDOF 47 46 1 2 3 4 5 6
equalDOF 48 40 1 2 3 4 5 6
equalDOF 64 25 1 2 3 4 5 6
equalDOF 65 58 1 2 3 4 5 6
equalDOF 65 66 1 2 3 4 5 6
equalDOF 66 59 1 2 3 4 5 6
equalDOF 66 68 1 2 3 4 5 6
equalDOF 67 60 1 2 3 4 5 6
equalDOF 67 65 1 2 3 4 5 6
equalDOF 68 61 1 2 3 4 5 6
equalDOF 68 70 1 2 3 4 5 6
equalDOF 69 62 1 2 3 4 5 6
equalDOF 69 67 1 2 3 4 5 6
equalDOF 70 84 1 2 3 4 5 6
equalDOF 71 69 1 2 3 4 5 6
equalDOF 78 92 1 2 3 4 5 6
equalDOF 85 71 1 2 3 4 5 6
equalDOF 86 79 1 2 3 4 5 6
equalDOF 86 87 1 2 3 4 5 6
equalDOF 87 80 1 2 3 4 5 6
equalDOF 87 89 1 2 3 4 5 6
equalDOF 88 81 1 2 3 4 5 6
equalDOF 88 86 1 2 3 4 5 6
equalDOF 89 82 1 2 3 4 5 6
equalDOF 89 91 1 2 3 4 5 6
equalDOF 90 83 1 2 3 4 5 6
equalDOF 90 88 1 2 3 4 5 6
equalDOF 91 77 1 2 3 4 5 6
equalDOF 92 90 1 2 3 4 5 6
equalDOF 106 113 1 2 3 4 5 6
equalDOF 107 100 1 2 3 4 5 6
equalDOF 108 101 1 2 3 4 5 6
equalDOF 108 110 1 2 3 4 5 6
equalDOF 109 102 1 2 3 4 5 6
equalDOF 109 107 1 2 3 4 5 6
rigidLink beam 108 110
rigidLink beam 110 103
rigidLink beam 110 112
rigidLink beam 112 105
rigidLink beam 114 72
rigidLink beam 115 93
uniaxialMaterial Elastic 1 +2.900000E+04 +0.000000E+00

uniaxialMaterial Concrete01 2 -2.200000E+01 -4.000000E-03 -3.000000E+01 -1.400000E-02

uniaxialMaterial Concrete01 3 -2.200000E+01 -4.000000E-03 -3.000000E+01 -1.400000E-02

uniaxialMaterial Steel02 4 +3.850000E+02 +2.000000E+05 +5.000000E-02 +1.850000E+01 +9.250000E-01 +1.500000E-01 +0.000000E+00 +1.000000E+00 +0.000000E+00 +1.000000E+00 +0.000000E+00

uniaxialMaterial BoucWen 5 +6.250000E-02 +2.900000E+04 +1.000000E+00 +5.000000E-01 +5.000000E-01 +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E-08 20

frictionModel Coulomb 1 +5.000000E-02

frictionModel Coulomb 2 +5.000000E-02

section Elastic 1 +2.900000E+04 +1.800000E+02 +4.860000E+03 +1.500000E+03 +1.115400E+04 +3.916000E+03 +8.333333E-01 +8.333333E-01


section Fiber 2 -GJ +5.000000E+00 {
# PatchCirc "concrete": matTag nfcirc nfrad y z intRad extRad <startAng endAng>
patch circ 3 5 5 +0.000000E+00 +0.000000E+00 +1.240000E+03 +1.300000E+03 +0.000000E+00 +3.600000E+02
# LayerCircular "steel": matTag numBar areaBar y z radius <startAng endAng>
layer circ 4 20 +4.908738E+02 +0.000000E+00 +0.000000E+00 +1.250000E+01
}

# Section "contactbeam": secTag
section Fiber 3 -GJ +5.000000E+00 {
# PatchQuad "contactbeam": matTag NSIJ NSJK Iy Iz Jy Jz Ky Kz Ly Lz
patch quad 3 5 5 -5.000000E+02 -6.000000E+02 +5.000000E+02 -6.000000E+02 +5.000000E+02 +6.000000E+02 -5.000000E+02 +6.000000E+02
# LayerStraight "Layer01": matTag numBar areaBar yStart zStart yEnd zEnd
layer straight 4 36 +2.010620E+02 +0.000000E+00 -5.500000E+02 -4.500000E+02 -5.500000E+02
}

geomTransf Linear 1 +1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 2 +0.000000E+00 +1.000000E+00 +0.000000E+00

geomTransf Linear 3 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 4 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 5 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 6 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 7 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 8 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 9 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 10 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 11 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 12 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 13 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 14 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 15 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 16 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 17 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 18 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 19 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 20 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 21 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 22 +0.000000E+00 -1.000000E+00 +0.000000E+00

geomTransf Linear 23 +0.000000E+00 -1.000000E+00 +0.000000E+00

geomTransf Linear 24 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 25 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 26 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 27 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 28 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 29 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 30 +0.000000E+00 -1.000000E+00 +0.000000E+00

geomTransf Linear 31 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 32 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 33 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 34 -1.000000E+00 +0.000000E+00 +0.000000E+00

geomTransf Linear 35 -1.000000E+00 +0.000000E+00 +0.000000E+00

element elasticBeamColumn 1 107 136 +1.405200E+07 +3.000000E+04 +1.200000E+04 +6.688310E+12 +2.025486E+12 +1.416863E+14 2 -mass +1.074762E+01


element elasticBeamColumn 2 136 137 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 3 137 138 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 4 138 139 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 5 139 140 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 6 140 141 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 7 141 142 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 8 142 143 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 9 143 144 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 10 144 145 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 11 145 65 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 12 65 146 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 13 146 147 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 14 147 148 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 15 148 149 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 16 149 150 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 17 150 151 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 18 151 152 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 19 152 153 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 20 153 154 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 21 154 155 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 22 155 19 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 23 19 135 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 24 135 134 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 25 134 133 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 26 133 132 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 27 132 131 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 28 131 130 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 29 130 129 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 30 129 128 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 31 128 127 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01

element elasticBeamColumn 32 127 126 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 33 126 42 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 34 42 125 +1.234520E+07 +3.000000E+04 +1.200000E+04 +7.170212E+12 +2.070309E+12 +8.071427E+13 2 -mass +1.074762E+01


element elasticBeamColumn 35 125 124 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 36 124 123 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 37 123 122 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 38 122 121 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 39 121 120 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01


element elasticBeamColumn 40 120 119 +1.311300E+07 +3.000000E+04 +1.200000E+04 +5.660703E+12 +1.795933E+12 +1.243186E+14 2 -mass +1.074762E+01

elasticBeamColumn 41 119 118 +3.993000E+06 +3.000000E+04 +1.200000E+04 +7.538207E+10 +8.375210E+11 +4.922611E+13 2 -mass +1.074762E+01


element elasticBeamColumn 42 118 117 +4.723150E+06 +3.000000E+04 +1.200000E+04 +1.353550E+11 +1.107110E+12 +5.826396E+13 2 -mass +1.074762E+01


element elasticBeamColumn 43 117 116 +5.068700E+06 +3.000000E+04 +1.200000E+04 +2.213240E+11 +9.598532E+11 +6.249725E+13 2 -mass +1.074762E+01


element elasticBeamColumn 44 116 86 +1.405200E+07 +3.000000E+04 +1.200000E+04 +6.688310E+12 +2.025486E+12 +1.416863E+14 2 -mass +1.074762E+01


element dispBeamColumn 45 3 4 3 3 1 -mass +0.000000E+00 -integration Legendre


element elasticBeamColumn 46 93 94 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 3 -mass +0.000000E+00


element elasticBeamColumn 47 94 96 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 4 -mass +0.000000E+00


element elasticBeamColumn 48 96 98 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 5 -mass +0.000000E+00

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 49 78 18 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 50 77 17 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 51 99 97 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 6 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 52 75 77 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 7 -mass +0.000000E+00

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 53 34 41 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 54 33 40 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 55 11 64 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 56 10 63 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 57 57 85 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 58 56 84 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 59 97 95 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 8 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 60 95 93 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 9 -mass +0.000000E+00

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 61 97 104 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 62 99 106 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 63 95 102 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "damper": eleTag NodeI NodeJ -mat matTag1 matTag2 ... -dir dir1 dir2 ... <-orient x1 x2 x3 y1 y2 y3> <-doRayleigh flag>
element zeroLength 64 98 105 -mat 1 1 1 5 5 -dir 1 2 3 5 6 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +0.000000E+00 +1.000000E+00 -doRayleigh 1

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 65 93 100 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 67 94 101 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 69 96 103 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 71 53 54 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 10 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 72 54 51 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 11 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 73 51 56 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 12 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 84 57 52 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 13 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 85 52 55 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 14 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 86 55 53 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 15 -mass +0.000000E+00

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 87 52 62 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "ElasticDefault": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 89 55 60 +1.800000E+02 +2.900000E+04 +1.115400E+04 +3.916000E+03 +1.500000E+03 +4.860000E+03 2 -mass +0.000000E+00

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 91 53 58 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 93 54 59 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 95 51 61 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 97 49 51 5 2 2 -mass +0.000000E+00 -integration Legendre

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 98 50 52 5 2 2 -mass +0.000000E+00 -integration Legendre

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 99 7 8 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 16 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 100 8 5 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 17 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 101 5 10 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 18 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 112 11 6 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 19 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 113 6 9 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 20 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 114 9 7 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 21 -mass +0.000000E+00

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 116 16 6 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 118 14 9 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 120 12 7 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 122 13 8 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 124 15 5 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 125 1 3 5 2 2 -mass +0.000000E+00 -integration Legendre

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 126 3 5 5 2 2 -mass +0.000000E+00 -integration Legendre

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 127 6 4 5 2 22 -mass +0.000000E+00 -integration Legendre

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 128 4 2 5 2 23 -mass +0.000000E+00 -integration Legendre

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 129 30 31 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 24 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 130 31 28 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 25 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 131 28 33 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 26 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 142 34 29 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 27 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 143 29 32 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 28 -mass +0.000000E+00

# Element "capbeam": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 144 32 30 +2.700000E+06 +3.000000E+04 +1.200000E+04 +1.018119E+12 +5.062500E+11 +7.290000E+11 29 -mass +0.000000E+00

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 146 39 29 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 148 37 32 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 150 35 30 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 152 36 31 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing1": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 154 38 28 1 +2.409744E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 155 26 28 5 2 2 -mass +0.000000E+00 -integration Legendre

# Element "column": eleTag NodeI NodeJ NIP secTag geoTranTag <-mass massDens> <-cMass>
element dispBeamColumn 156 29 27 5 2 30 -mass +0.000000E+00 -integration Legendre

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 157 72 73 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 31 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 158 73 75 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 32 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 170 78 76 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 33 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 171 76 74 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 34 -mass +0.000000E+00

# Element "capbeam2": eleTag NodeI NodeJ A E G J Iy Iz geoTranTag <-mass massDens> <-cMass>
element elasticBeamColumn 172 74 72 +2.340000E+06 +3.000000E+04 +1.200000E+04 +7.410189E+11 +3.295500E+11 +6.318000E+11 35 -mass +0.000000E+00

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 174 83 76 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 176 81 74 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 178 79 72 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 179 73 80 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

# Element "bearing2": eleTag NodeI NodeJ frnMdlTag kInit -P matTag -T matTag -My matTag -Mz matTag <-orient <x1 x2 x3> y1 y2 y3> <-shearDist sDratio> <-doRayleigh> <-mass m> <-iter maxIter tol>
element flatSliderBearing 181 75 82 2 +1.658810E+03 -P 1 -T 1 -My 1 -Mz 1 -orient +1.000000E+00 +0.000000E+00 +0.000000E+00 -shearDist +0.000000E+00 -doRayleigh -iter 20 +1.000000E-12

mhscott
Posts: 607
Joined: Tue Jul 06, 2004 3:38 pm
Location: Corvallis, Oregon USA
Contact:

Re: analysis of four span continuous beam bridge

Post by mhscott » Wed Sep 16, 2020 6:23 am

Please describe the error and the output OpenSees gives.

If you are just learning OpenSees, this is a rather large model for a four span continuous beam bridge. Have you successfully analyzed a simple four span beam or done other simple tests?

zhangtian
Posts: 2
Joined: Wed Oct 14, 2020 12:03 am

Re: analysis of four span continuous beam bridge

Post by zhangtian » Wed Oct 14, 2020 12:43 am

Hello, I have just learned Opensees recently. My instructor asked me to build a model of a four-span prestressed concrete continuous rigid frame bridge, but I don’t know how to start. Can you please guide me?

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