| ²é¿´: 838 | »Ø¸´: 4 | |||
| µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû | |||
xtddplaгæ (³õÈëÎÄ̳)
|
[ÇóÖú]
technical beam theoryºÍultimate load theory Ôõô·Ò룿
|
||
| ÈçÌ⣬ÔÚ¿´ÍâÎÄÎÄÏ×ʱ¿´µ½ÕâÁ½¸öÊõÓ²»ÖªµÀÔõô·Ò룬ÓÐÄÄλ½á¹¹¹¤³Ì»òÇÅÁº¹¤³ÌµÄ´óÉñ°ïæ·Òëϰ¡£¬¶àлÁË£¬ |
» ²ÂÄãϲ»¶
308Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
ÇóbÇøÔºÐ£µ÷¼Á
ÒѾÓÐ5È˻ظ´
0854AI CV·½ÏòÕÐÊÕµ÷¼Á
ÒѾÓÐ4È˻ظ´
296Çóµ÷¼Á
ÒѾÓÐ7È˻ظ´
302Çóµ÷¼Á
ÒѾÓÐ4È˻ظ´
086000ÉúÎïÓëÒ½Ò©292Çóµ÷¼Á
ÒѾÓÐ5È˻ظ´
±±¿Æ281ѧ˶²ÄÁÏÇóµ÷¼Á
ÒѾÓÐ14È˻ظ´
²ÄÁÏÓ뻯¹¤ 322Çóµ÷¼Á
ÒѾÓÐ5È˻ظ´
333Çóµ÷¼Á
ÒѾÓÐ11È˻ظ´
²ÄÁÏר˶ 335 ·ÖÇóµ÷¼Á
ÒѾÓÐ3È˻ظ´
feasky
ÖÁ×ðľ³æ (ÖøÃûдÊÖ)
- Ó¦Öú: 3 (Ó×¶ùÔ°)
- ½ð±Ò: 10438
- ºì»¨: 4
- Ìû×Ó: 1045
- ÔÚÏß: 251.3Сʱ
- ³æºÅ: 303095
- ×¢²á: 2006-12-03
- ÐÔ±ð: GG
- רҵ: ½á¹¹¹¤³Ì
| ÎÒÈÏΪ¿ÉÒÔ·ÒëΪ¡°¹¤³ÌÁºÀíÂÛ¡±¡£¿ÉÄÜËû¾õµÃ½øÐÐÁ˼ò»¯ºó²»ÊÇÄÇô¿ÆÑ§£¬Êǹ¤³Ì¼¼ÊõµÄ·¶³ë¡£ |
5Â¥2013-05-29 13:44:43
¸Ðл²ÎÓ룬ӦÖúÖ¸Êý +1
|
±¾ÌûÄÚÈݱ»ÆÁ±Î |
2Â¥2013-05-28 22:03:21
case2046
½ð³æ (ÕýʽдÊÖ)
- EPI: 1
- Ó¦Öú: 26 (СѧÉú)
- ½ð±Ò: 1195.6
- ºì»¨: 1
- Ìû×Ó: 313
- ÔÚÏß: 26.9Сʱ
- ³æºÅ: 1952059
- ×¢²á: 2012-08-23
- רҵ: ½á¹¹¹¤³Ì
3Â¥2013-05-29 09:23:14
xtddpla
гæ (³õÈëÎÄ̳)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 286
- Ìû×Ó: 15
- ÔÚÏß: 46.1Сʱ
- ³æºÅ: 2376177
- ×¢²á: 2013-03-25
- רҵ: ½á¹¹¹¤³Ì
|
лл£¬´Ó»Ø¸´ÉÏ¿´£¬Ä㻹ÊDzéÁËһϴʵäµÄ£¬²»¹ýÕâ¸ö·ÅÈëÎÄÖв»ÔõôºÏÊÊ£¬ÁºÀíÂ۵ijõµÈÁºÀíÂÛ£¬¸ßµÈÁºÀíÂÛ£¬Ã»Ìý¹ý»¹ÓÐÆäËûµÄ£¨±§Ç¸£¬±¾ÈËѧÊõˮƽÓÐÏÞ£©£¬ÎÒ°ÑÔÎÄÕªÏÂÀ´°É£º¡°The second part of the investigation then combines the stress-strain relations established in the earlier part with technical beam theory to predict rationally the response of reinforced concrete beams under arbitrary variation of moment.¡± |
4Â¥2013-05-29 10:10:41













»Ø¸´´ËÂ¥
40