| ²é¿´: 2202 | »Ø¸´: 15 | |||
| µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû | |||
jinzhenxinгæ (³õÈëÎÄ̳)
|
[½»Á÷]
ANSYSµ±Ç°ÔÚÍÁľÐÐҵʵ¼ÊµÄÓô¦´ó²»´ó£¬ÃæÁÙÑ¡±ÏÒµ¿ÎÌ⣬¸øµãÒâ¼û ÒÑÓÐ13È˲ÎÓë
|
||
|
Ñо¿ÉúµÄÂÛÎÄ¿ÎÌâÊÇ Numerical simulation of the load-carrying behavior of masonry specimens by usinga user routine for ANSYS ²»ÖªµÀÔÚµ±Ç°¹úÄÚ»·¾³Ï£¬ANSYSµÄÓô¦´ó²»´ó£¬Èç¹ûÓô¦²»´ó£¬¸Ð¾õÑ¡Õâ¸ö¿ÎÌ⣬¶Ô½ñºóµÄ·¢Õ¹Ò²²»ÊǺÜÓÐÀû¡£ µ±Ç°Éè¼ÆÔº ANSYSÁ÷ÐÐô£¬Éè¼ÆÔºÒ»°ãÐè²»ÐèÒªÓÃÕâ¸öÈí¼þ£¿ ¸÷λ¸øµãÒâ¼û°É |
» ²ÂÄãϲ»¶
297£¬¹¤¿Æµ÷¼Á?ºÓÄÏũҵ´óѧ±¾¿Æ
ÒѾÓÐ4È˻ظ´
245Çóµ÷¼Á
ÒѾÓÐ10È˻ظ´
ÉúÎïѧµ÷¼Á
ÒѾÓÐ6È˻ظ´
È˹¤ÖÇÄÜ320µ÷¼Á08¹¤À໹Óлú»áÂð
ÒѾÓÐ19È˻ظ´
105500ҩѧÇóµ÷¼Á
ÒѾÓÐ3È˻ظ´
274Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
ʳƷÓëÓªÑø£¨0955£©271Çóµ÷¼Á
ÒѾÓÐ13È˻ظ´
ת³¤Æ¸ÁË
ÒѾÓÐ5È˻ظ´
ҩѧ305Çóµ÷¼Á
ÒѾÓÐ4È˻ظ´
26ҩѧר˶105500Çóµ÷¼Á
ÒѾÓÐ5È˻ظ´
ÕâÊÇÒãÖÖÑ»·
½ð³æ (СÓÐÃûÆø)
- Ó¦Öú: 1 (Ó×¶ùÔ°)
- ½ð±Ò: 1209.6
- É¢½ð: 170
- ºì»¨: 1
- Ìû×Ó: 179
- ÔÚÏß: 76.9Сʱ
- ³æºÅ: 2471428
- ×¢²á: 2013-05-19
- ÐÔ±ð: GG
- רҵ: ½á¹¹¹¤³Ì
8Â¥2014-03-31 10:24:17
lwf80
ľ³æ (СÓÐÃûÆø)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 1656.1
- Ìû×Ó: 66
- ÔÚÏß: 53.9Сʱ
- ³æºÅ: 2528169
- ×¢²á: 2013-07-01
- ÐÔ±ð: GG
- רҵ: ·ÀÔÖ¹¤³Ì
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
| Ò»°ãÉè¼ÆÔººÜÉÙÓÃÕâ¸öANSYS£¬ÍÁ½¨½á¹¹Éè¼ÆºÜ¶àÉè¼ÆÔºÓÃPKPM |
2Â¥2014-03-29 07:41:02
yanghao38007
Ìú¸Ëľ³æ (ÖøÃûдÊÖ)
- Ó¦Öú: 41 (СѧÉú)
- ½ð±Ò: 8247.5
- É¢½ð: 100
- ºì»¨: 9
- Ìû×Ó: 1120
- ÔÚÏß: 401.3Сʱ
- ³æºÅ: 1867051
- ×¢²á: 2012-06-22
- ÐÔ±ð: GG
- רҵ: ÑÒÍÁÓë»ù´¡¹¤³Ì
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
|
ansys ÊÇ·ÖÎöÈí¼þ£¬Éè¼ÆÔº²»ÔõôÓã¬pkpmÉè¼ÆÔºÓõĶ࣬»¹ÓÐÀíÕý°¡Ê²Ã´µÄ£¡ Ò²²»ÄÜ˵ansysÔÚÍÁľÐÐÒµÓõIJ»¶à£¬¿´ÄãÒª¸Éʲô£¡ÀïÃæÓкܶàÄ£¿éµÄ£¬»¹ÊǺܲ»´í£¡ºÃºÃѧϰ°É£¬º¢×Ó£¡£¡ |
3Â¥2014-03-29 09:25:05
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
|
±¾ÌûÄÚÈݱ»ÆÁ±Î |
4Â¥2014-03-29 14:04:52














»Ø¸´´ËÂ¥