| ²é¿´: 595 | »Ø¸´: 8 | |||
| µ±Ç°Ö÷ÌâÒѾ´æµµ¡£ | |||
| µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû | |||
[½»Á÷]
2008ISSSTÊÕ¼Çé¿ö£¿
|
|||
|
2008 International Symposium on Safety Science and Technology (2008ISSST) ÊÇ·ñ±»EI»òÕßISTPÊÕ¼£¿ [ Last edited by lhsafety on 2009-4-6 at 20:39 ] |
» ²ÂÄãϲ»¶
Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
Ò»Ö¾Ô¸±±¾©»¯¹¤´óѧ£¬³õÊԳɼ¨350Çóµ÷¼Á
ÒѾÓÐ14È˻ظ´
¸´ÊÔµ÷¼Á
ÒѾÓÐ4È˻ظ´
323·Ö£¨¼ÆËã»úÊÓ¾õºÍ´óÄ£ÐÍÏîÄ¿£©ÄÜÖ±½ÓÉÏÊÖ
ÒѾÓÐ3È˻ظ´
311·Ö 22408 Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
320·ÖÈ˹¤ÖÇÄܵ÷¼Á
ÒѾÓÐ7È˻ظ´
Ò»Ö¾Ô¸Ö£´ó0705Çóµ÷¼Á
ÒѾÓÐ4È˻ظ´
0703»¯Ñ§
ÒѾÓÐ10È˻ظ´
301Çóµ÷¼Á
ÒѾÓÐ10È˻ظ´
306·Ö²ÄÁÏÓ뻯¹¤Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
Ã÷ÃÎ
Òø³æ (СÓÐÃûÆø)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 540.4
- Ìû×Ó: 162
- ÔÚÏß: 15.1Сʱ
- ³æºÅ: 751663
- ×¢²á: 2009-04-18
- ÐÔ±ð: MM
- רҵ: ½ðÊô²ÄÁϱíÃæ¿ÆÑ§Ó빤³Ì
8Â¥2009-04-23 11:15:14
cyqjjq
ͳæ (СÓÐÃûÆø)
- Ó¦Öú: 1 (Ó×¶ùÔ°)
- ½ð±Ò: 67.2
- É¢½ð: 100
- ºì»¨: 2
- Ìû×Ó: 280
- ÔÚÏß: 88.8Сʱ
- ³æºÅ: 126413
- ×¢²á: 2005-12-07
- ÐÔ±ð: GG
- רҵ: ÑÒÍÁÓë»ù´¡¹¤³Ì
2Â¥2009-04-06 21:05:46
3Â¥2009-04-18 19:49:42
wanglin628
ľ³æ (ÖøÃûдÊÖ)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 2366.8
- ºì»¨: 2
- Ìû×Ó: 2509
- ÔÚÏß: 473Сʱ
- ³æºÅ: 589973
- ×¢²á: 2008-08-30
- רҵ: ʳƷ¿ÆÑ§»ù´¡
ISTPÒÑÊÕ¼£¬ÏÂÃæÊÇһƪ²éµ½½á¹û
¡ï ¡ï
·ÉÑï2282(½ð±Ò+2,VIP+0):¸ÐлÌṩ~~ 4-21 08:55
·ÉÑï2282(½ð±Ò+2,VIP+0):¸ÐлÌṩ~~ 4-21 08:55
|
1. Numerical Investigation of Fracture Initiation and Propagation in Concrete due to Thermal Stress • PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL VII, PTS A AND B,2008,7: 1879-1884 Tang, SB; Tang, CN; Liang, ZZ; Li, LC; Zhang, YB; ¹Ø¼ü´Ê£ºHIGH-TEMPERATURE; ÎÄÕª£ºThermal stresses induced by thermal mismatch and thermal gradient play an important role in the failure of concrete structures as temperature changes are take into account. The si...... Êý¾Ý¿â:ISI Proceedings |
4Â¥2009-04-18 23:33:02














»Ø¸´´ËÂ¥