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标题: 为何无法进入后处理？？？ [打印本页]

作者: dindin_2003 时间: 2009-5-2 09:45 标题: 为何无法进入后处理？？？

运行分析没有错误和警告，但下面没有进入后处理的选项，手动点击后处理模块也没用，大家看看是怎么回事？

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 02-May-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 3.00001 0;
7 3.00001 3.00001 0; 8 6.00001 3.00001 0; 9 9.00002 3.00001 0; 10 12 3.00001 0;
11 0 6.00001 0; 12 3.00001 6.00001 0; 13 6.00001 6.00001 0;
14 9.00002 6.00001 0; 15 12 6.00001 0; 16 0 9.00002 0; 17 3.00001 9.00002 0;
18 6.00001 9.00002 0; 19 9.00002 9.00002 0; 20 12 9.00002 0; 21 0 12 0;
22 3.00001 12 0; 23 6.00001 12 0; 24 9.00002 12 0; 25 12 12 0; 26 0 15 0;
27 3.00001 15 0; 28 6.00001 15 0; 29 9.00002 15 0; 30 12 15 0; 31 0 0 4.00001;
32 3.00001 0 4.00001; 33 6.00001 0 4.00001; 34 9.00002 0 4.00001;
35 12 0 4.00001; 36 0 3.00001 4.00001; 37 3.00001 3.00001 4.00001;
38 6.00001 3.00001 4.00001; 39 9.00002 3.00001 4.00001; 40 12 3.00001 4.00001;
41 0 6.00001 4.00001; 42 3.00001 6.00001 4.00001; 43 6.00001 6.00001 4.00001;
44 9.00002 6.00001 4.00001; 45 12 6.00001 4.00001; 46 0 9.00002 4.00001;
47 3.00001 9.00002 4.00001; 48 6.00001 9.00002 4.00001;
49 9.00002 9.00002 4.00001; 50 12 9.00002 4.00001; 51 0 12 4.00001;
52 3.00001 12 4.00001; 53 6.00001 12 4.00001; 54 9.00002 12 4.00001;
55 12 12 4.00001; 56 0 15 4.00001; 57 3.00001 15 4.00001;
58 6.00001 15 4.00001; 59 9.00002 15 4.00001; 60 12 15 4.00001; 61 0 0 8.00002;
62 3.00001 0 8.00002; 63 6.00001 0 8.00002; 64 9.00002 0 8.00002;
65 12 0 8.00002; 66 0 3.00001 8.00002; 67 3.00001 3.00001 8.00002;
68 6.00001 3.00001 8.00002; 69 9.00002 3.00001 8.00002; 70 12 3.00001 8.00002;
71 0 6.00001 8.00002; 72 3.00001 6.00001 8.00002; 73 6.00001 6.00001 8.00002;
74 9.00002 6.00001 8.00002; 75 12 6.00001 8.00002; 76 0 9.00002 8.00002;
77 3.00001 9.00002 8.00002; 78 6.00001 9.00002 8.00002;
79 9.00002 9.00002 8.00002; 80 12 9.00002 8.00002; 81 0 12 8.00002;
82 3.00001 12 8.00002; 83 6.00001 12 8.00002; 84 9.00002 12 8.00002;
85 12 12 8.00002; 86 0 15 8.00002; 87 3.00001 15 8.00002;
88 6.00001 15 8.00002; 89 9.00002 15 8.00002; 90 12 15 8.00002; 91 0 0 12;
92 3.00001 0 12; 93 6.00001 0 12; 94 9.00002 0 12; 95 12 0 12; 96 0 3.00001 12;
97 3.00001 3.00001 12; 98 6.00001 3.00001 12; 99 9.00002 3.00001 12;
100 12 3.00001 12; 101 0 6.00001 12; 102 3.00001 6.00001 12;
103 6.00001 6.00001 12; 104 9.00002 6.00001 12; 105 12 6.00001 12;
106 0 9.00002 12; 107 3.00001 9.00002 12; 108 6.00001 9.00002 12;
109 9.00002 9.00002 12; 110 12 9.00002 12; 111 0 12 12; 112 3.00001 12 12;
113 6.00001 12 12; 114 9.00002 12 12; 115 12 12 12; 116 0 15 12;
117 3.00001 15 12; 118 6.00001 15 12; 119 9.00002 15 12; 120 12 15 12;
MEMBER INCIDENCES
1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15; 9 16 17;
10 17 18; 11 18 19; 12 19 20; 13 21 22; 14 22 23; 15 23 24; 16 24 25; 17 26 27;
18 27 28; 19 28 29; 20 29 30; 21 1 6; 22 2 7; 23 3 8; 24 4 9; 25 5 10; 26 6 11;
27 7 12; 28 8 13; 29 9 14; 30 10 15; 31 11 16; 32 12 17; 33 13 18; 34 14 19;
35 15 20; 36 16 21; 37 17 22; 38 18 23; 39 19 24; 40 20 25; 41 21 26; 42 22 27;
43 23 28; 44 24 29; 45 25 30; 46 36 37; 47 37 38; 48 38 39; 49 39 40; 50 41 42;
51 42 43; 52 43 44; 53 44 45; 54 46 47; 55 47 48; 56 48 49; 57 49 50; 58 51 52;
59 52 53; 60 53 54; 61 54 55; 62 56 57; 63 57 58; 64 58 59; 65 59 60; 66 31 36;
67 32 37; 68 33 38; 69 34 39; 70 35 40; 71 36 41; 72 37 42; 73 38 43; 74 39 44;
75 40 45; 76 41 46; 77 42 47; 78 43 48; 79 44 49; 80 45 50; 81 46 51; 82 47 52;
83 48 53; 84 49 54; 85 50 55; 86 51 56; 87 52 57; 88 53 58; 89 54 59; 90 55 60;
91 66 67; 92 67 68; 93 68 69; 94 69 70; 95 71 72; 96 72 73; 97 73 74; 98 74 75;
99 76 77; 100 77 78; 101 78 79; 102 79 80; 103 81 82; 104 82 83; 105 83 84;
106 84 85; 107 86 87; 108 87 88; 109 88 89; 110 89 90; 111 61 66; 112 62 67;
113 63 68; 114 64 69; 115 65 70; 116 66 71; 117 67 72; 118 68 73; 119 69 74;
120 70 75; 121 71 76; 122 72 77; 123 73 78; 124 74 79; 125 75 80; 126 76 81;
127 77 82; 128 78 83; 129 79 84; 130 80 85; 131 81 86; 132 82 87; 133 83 88;
134 84 89; 135 85 90; 136 96 97; 137 97 98; 138 98 99; 139 99 100; 140 101 102;
141 102 103; 142 103 104; 143 104 105; 144 106 107; 145 107 108; 146 108 109;
147 109 110; 148 111 112; 149 112 113; 150 113 114; 151 114 115; 152 116 117;
153 117 118; 154 118 119; 155 119 120; 156 91 96; 157 92 97; 158 93 98;
159 94 99; 160 95 100; 161 96 101; 162 97 102; 163 98 103; 164 99 104;
165 100 105; 166 101 106; 167 102 107; 168 103 108; 169 104 109; 170 105 110;
171 106 111; 172 107 112; 173 108 113; 174 109 114; 175 110 115; 176 111 116;
177 112 117; 178 113 118; 179 114 119; 180 115 120; 181 6 36; 182 7 37;
183 8 38; 184 9 39; 185 10 40; 186 11 41; 187 12 42; 188 13 43; 189 14 44;
190 15 45; 191 16 46; 192 17 47; 193 18 48; 194 19 49; 195 20 50; 196 21 51;
197 22 52; 198 23 53; 199 24 54; 200 25 55; 201 26 56; 202 27 57; 203 28 58;
204 29 59; 205 30 60; 206 36 66; 207 37 67; 208 38 68; 209 39 69; 210 40 70;
211 41 71; 212 42 72; 213 43 73; 214 44 74; 215 45 75; 216 46 76; 217 47 77;
218 48 78; 219 49 79; 220 50 80; 221 51 81; 222 52 82; 223 53 83; 224 54 84;
225 55 85; 226 56 86; 227 57 87; 228 58 88; 229 59 89; 230 60 90; 231 66 96;
232 67 97; 233 68 98; 234 69 99; 235 70 100; 236 71 101; 237 72 102;
238 73 103; 239 74 104; 240 75 105; 241 76 106; 242 77 107; 243 78 108;
244 79 109; 245 80 110; 246 81 111; 247 82 112; 248 83 113; 249 84 114;
250 85 115; 251 86 116; 252 87 117; 253 88 118; 254 89 119; 255 90 120;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-006
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 255 PRIS YD 0.5 ZD 0.3
21 TO 45 66 TO 90 111 TO 135 156 TO 180 PRIS YD 0.6 ZD 0.6
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 5 31 TO 35 61 TO 65 91 TO 95 FIXED
MEMBER CRACKED
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 255 REDUCTION RIZ 0.500000
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 255 UNI GY -10
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
MEMBER LOAD
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 255 UNI GY -7.5
FINISH

附件: 自重.JPG (2009-5-2 09:45, 46.38 K) / 下载次数 2
http://okok.org/attachment.php?aid=111607

作者: dindin_2003 时间: 2009-5-2 09:52 标题: 刚解决，少了perform analysis

刚解决
点击分析/打印，再点击添加，这个命令只需添加一次即可
初次用STAAD，有点小小布习惯，多用就好了

作者: dindin_2003 时间: 2009-5-2 09:55

就是这个命令，每个模型只需定义一次

附件: 自重.JPG (2009-5-2 09:55, 36.41 K) / 下载次数 2
http://okok.org/attachment.php?aid=111608

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