| ²é¿´: 569 | »Ø¸´: 3 | |||
| ±¾Ìû²úÉú 1 ¸ö £¬µã»÷ÕâÀï½øÐв鿴 | |||
| µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû | |||
ak32skͳæ (³õÈëÎÄ̳)
|
[ÇóÖú]
²é¼ìË÷ºÅ
|
||
|
°ïæ²éÒ»ÏÂÕâÆªÎÄÕÂei¿ÉÒÔ¼ìË÷µ½ÁËô£¬¼ìË÷ºÅÊǶàÉÙ£¿ Analysis of Displacement Influence Line for Railway Bridge with Rotatable Elastic Support and Local damage |
» ²ÂÄãϲ»¶
RY£ºÖйú²ú³öµÄ¿ÆÑ§À¬»øÂÛÎÄ£¬¾ø¶ÔÊýÁ¿ºÍ±ÈÀý¶¼ÊÀ½çµÚÒ»
ÒѾÓÐ16È˻ظ´
297£¬¹¤¿Æµ÷¼Á?ºÓÄÏũҵ´óѧ±¾¿Æ
ÒѾÓÐ7È˻ظ´
ҩѧÇóµ÷¼Á
ÒѾÓÐ5È˻ظ´
ʳƷÓëÓªÑø£¨0955£©271Çóµ÷¼Á
ÒѾÓÐ14È˻ظ´
366Çóµ÷¼Á
ÒѾÓÐ10È˻ظ´
085408¹âµçÐÅÏ¢¹¤³Ìר˶355Ò»Ö¾Ô¸³¤´º¹â»úËùµ÷¼Á
ÒѾÓÐ13È˻ظ´
һ־Ը³¶«´óѧ071000ÉúÎïѧѧ˶³õÊÔ·ÖÊý276Çóµ÷¼Á
ÒѾÓÐ25È˻ظ´
ҩѧ305Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
ת³¤Æ¸ÁË
ÒѾÓÐ6È˻ظ´
22408 312Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
baiyuefei
°æÖ÷ (ÎÄѧ̩¶·)
·çÑ©
- Ó¦Öú: 4642 (¸±½ÌÊÚ)
- ¹ó±ö: 46.97
- ½ð±Ò: 658715
- É¢½ð: 11616
- ºì»¨: 995
- ɳ·¢: 81
- Ìû×Ó: 69434
- ÔÚÏß: 13335.3Сʱ
- ³æºÅ: 676696
- ×¢²á: 2008-12-18
- ÐÔ±ð: GG
- רҵ: ºÏ³ÉÒ©Îﻯѧ
- ¹ÜϽ: Óлú½»Á÷
¡¾´ð°¸¡¿Ó¦Öú»ØÌû
¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï
ak32sk: ½ð±Ò+10, ¡ïÓаïÖú 2016-04-08 16:19:15
Ðľ²_ÒÀÈ»: LS-EPI+1, ¸ÐлӦÖú 2016-04-08 17:24:49
ak32sk: ½ð±Ò+10, ¡ïÓаïÖú 2016-04-08 16:19:15
Ðľ²_ÒÀÈ»: LS-EPI+1, ¸ÐлӦÖú 2016-04-08 17:24:49
|
0 articles found in Compendex, GEOBASE & GeoRef for 1785-2016: ((Analysis of Displacement Influence Line for Railway Bridge with Rotatable Elastic Support and Local damage) WN KY) EI£¬°´ÄãµÄ±êÌâ¼ìË÷£¬ÎÒÒ²ÔÝδ¼ìË÷µ½°¡ |
4Â¥2016-04-08 16:18:42
baiyuefei
°æÖ÷ (ÎÄѧ̩¶·)
·çÑ©
- Ó¦Öú: 4642 (¸±½ÌÊÚ)
- ¹ó±ö: 46.97
- ½ð±Ò: 658715
- É¢½ð: 11616
- ºì»¨: 995
- ɳ·¢: 81
- Ìû×Ó: 69434
- ÔÚÏß: 13335.3Сʱ
- ³æºÅ: 676696
- ×¢²á: 2008-12-18
- ÐÔ±ð: GG
- רҵ: ºÏ³ÉÒ©Îﻯѧ
- ¹ÜϽ: Óлú½»Á÷
¡¾´ð°¸¡¿Ó¦Öú»ØÌû
¸Ðл²ÎÓ룬ӦÖúÖ¸Êý +1
|
SCI£¬°´ÕÕÄãµÄ±êÌâ¼ìË÷£¬ÎÒÊÇÔÝδ¼ìË÷µ½°¡£¬Äã×Ô¼º¼ìË÷Ï¿´¿´°É£º https://apps.webofknowledge.com/ ... #searchErrorMessage |
2Â¥2016-04-08 15:19:55
ak32sk
ͳæ (³õÈëÎÄ̳)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 572.7
- Ìû×Ó: 38
- ÔÚÏß: 52.1Сʱ
- ³æºÅ: 1860394
- ×¢²á: 2012-06-15
- ÐÔ±ð: GG
- רҵ: ½á¹¹¹¤³Ì
3Â¥2016-04-08 15:55:41














»Ø¸´´ËÂ¥