Znn3bq.jpeg
²é¿´: 1973  |  »Ø¸´: 8
µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû

weikaihere

ľ³æ (ÕýʽдÊÖ)

[½»Á÷] ÃÀ¹úNortheastern University ½á¹¹¹¤³Ì·½Ïò²©ºóÕÐÆ¸¡£ ÒÑÓÐ4È˲ÎÓë

£¨Some comments£ºÃÀ¹ú½ÌÊÚ£¬Ä긻Á¦Ç¿£¬ÎªÈ˷dz£nice¡£Ñ§Ð£µØ´¦BostonÖÐÐÄÇø£¬ÔÚ¾­·ÑÈç´Ë¶ÌȱµÄ½ñÌ죬»ú²»¿Éʧ°¡¡££©

ÌØ±ðÉùÃ÷£ºOnly applicants with with large-scale testing experience are considered.

Sample Text: Renewable energy is critical to the long-term sustainability of the world. In particular, wind energy, a vast resource, has the potential to totally transform the worldwide energy economy. U.S. The U.S. Department of Energy (DOE) lists the development of renewable energy sources as an immediate national need, and has set a target for the U.S. to generate 20% of its electricity from wind energy by 2030. Currently, the United States generates ~3% of its electricity from wind energy, and it is clear that transformative advances in wind generated energy technology are vital to obtain the ambitious vision of the DOE. Specifically, wind turbine towers must be manufactured taller and cheaper. Keystone Tower Systems has developed an innovative manufacturing technology, based on automated spiral welding that enables conical, slender towers to be produced on-site in a highly efficient fashion. The benefits to this are two-fold: first, the automation reduces production costs dramatically compared to traditional practices and, second, the on-site fabrication precludes transport limits that currently inhibit both tower height and the structurally optimal distribution of material. An important barrier to the deployment of this technology is a lack of fundamental understanding of the limit states for this particular structure and, generally, for slender shells.
To overcome this barrier, Northeastern University and Johns Hopkins University propose a program of fundamental analytical and experimental research into the limit states of and design standards for slender towers with particular emphasis on those manufactured with spiral welding. Existing design methods for slender towers and shells are unsatisfactory, relying on overly conservative, empirically derived knockdown factors, not having a firm probabilistic basis, and never having been applied to spiral welded pipe loaded in flexure. We propose to probabilistically characterize the controlling limit states of slender tubes and, based on this characterization, develop a rigorous reliability-based design approach. Directly coupled with this academic effort, KTS will develop and prototype its manufacturing process and imperfection assessment procedures with explicit consideration of the cost-benefit tradeoff between manufacturing tolerances and structural performance.

Ϊ·ÀÖ¹À¬»øÓʼþ£¬ÓÐÒâÕßÇëÏÈ·¢CVÖÁweikaihere@msn.com£¬Ë÷ÒªÏêϸÕÐÆ¸ÐÅÏ¢¡£

[ Last edited by weikaihere on 2013-12-12 at 23:20 ]
»Ø¸´´ËÂ¥

» ²ÂÄãϲ»¶

ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

weikaihere

ľ³æ (ÕýʽдÊÖ)

ÒýÓûØÌû:
6Â¥: Originally posted by chengzb187 at 2014-02-13 10:26:10
ÇëÎÊ»¹ÄÜÉêÇë·ñ£¿

ÒѾ­½ØÖ¹ÁË
7Â¥2014-02-14 03:27:08
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû
²é¿´È«²¿ 9 ¸ö»Ø´ð

ming91915

гæ (ÕýʽдÊÖ)

¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
ÍÛ£¬Õâ¸öÑо¿¿´ÆðÀ´ºÜΰ´ó
2Â¥2013-12-17 14:44:25
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

ice_huya

½ð³æ (СÓÐÃûÆø)

¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
ÇëÎÊÉêÇëºÎʱ½ØÖ¹£¿
3Â¥2014-01-17 15:12:52
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

weikaihere

ľ³æ (ÕýʽдÊÖ)

ÒýÓûØÌû:
3Â¥: Originally posted by ice_huya at 2014-01-17 15:12:52
ÇëÎÊÉêÇëºÎʱ½ØÖ¹£¿

»¹ÔÚÃæÊÔÖУ¬Èç¹ûÓÐÒ⣬¿É½«¼òÀú·¢ÖÁÉÏÊöµØÖ·¡£
4Â¥2014-01-19 01:11:41
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû
×î¾ßÈËÆøÈÈÌûÍÆ¼ö [²é¿´È«²¿] ×÷Õß »Ø/¿´ ×îºó·¢±í
[¿¼ÑÐ] 211±¾¿Æ²ÄÁÏ»¯¹¤Çóµ÷¼Á +15 YHLAH 2026-04-11 16/800 2026-04-12 12:44 by BruceLiu320
[¿¼ÑÐ] 293Çóµ÷¼Á +10 ÎÒ°®¸ßÊý¸ßÊý°®Î 2026-04-12 10/500 2026-04-12 11:15 by Ò»ÇÐOK
[¿¼ÑÐ] »¯Ñ§¹¤³Ìµ÷¼Á289 +44 yangæÃ 2026-04-07 50/2500 2026-04-12 02:36 by Çï¶¹²ËÑ¿
[ÕÒ¹¤×÷] ɽ¶«¸ßУ½Ìʦ¿¼ºË³¬¼¶ÎÞµ×Ïߣ¬Ô±¹¤¹ý²»ÏÂÈ¥À² +4 qut2026 2026-04-09 9/450 2026-04-12 00:54 by qut2026
[¿¼ÑÐ] 280Çóµ÷¼Á +13 wzzzÍõ 2026-04-09 13/650 2026-04-12 00:31 by ÓÂÅʸ߷å0126
[¿¼ÑÐ] 277 ÊýÒ»104£¬Ñ§Ë¶£¬Çóµ÷¼Á +21 Æ¿×ÓPZ 2026-04-09 23/1150 2026-04-11 23:12 by labixiaoqiao
[¿¼ÑÐ] 085400 328·Ö Çóµ÷¼Á +10 ιÄãÒ»¸ö´ó³È×Ó 2026-04-09 14/700 2026-04-11 19:53 by lqspecial
[¿¼ÑÐ] 297Çóµ÷¼Á +9 Kwgyz 2026-04-09 9/450 2026-04-11 10:09 by zhq0425
[¿¼ÑÐ] 0831ÉúÒ½¹¤µÚÒ»ÂÖµ÷¼Áʧ°ÜÇóÖú +10 СÐÜî£î£_s 2026-04-11 13/650 2026-04-11 10:04 by maddjdld
[¿¼ÑÐ] 085402ͨÐŹ¤³Ìµ÷¼Á£¬ÓÐ4Ïîѧ¿Æ¾ºÈü¹ú½±£¨µçÈü¹ú¶þ£©£¬Ë¶Ê¿Ñо¿Éúµ÷¼Á×Ô¼öÐÅ¡£ +5 mÓÀo²»vÑÔoÆúm 2026-04-09 5/250 2026-04-11 09:33 by zhq0425
[¿¼ÑÐ] 085506-Çóµ÷¼Á-285·Ö +3 À×Å··ÉÌß 2026-04-08 3/150 2026-04-11 08:37 by zhq0425
[¿¼ÑÐ] »úеר368 ÓÐÈ¥´¦Âð +4 ÖÖ´óÊ÷ 2026-04-10 4/200 2026-04-10 15:31 by jiajinhpu
[¿¼ÑÐ] ¿¼Ñе÷¼Á-²ÄÁÏÀà-284 +28 Ïë»»ÊÖ»ú²»Ïë½âÊ 2026-04-08 28/1400 2026-04-09 20:08 by µ¹Êý321?
[¿¼ÑÐ] Ò»Ö¾Ô¸ÎäÀí³µÁ¾ 281 Çóµ÷¼Á +5 Éϰ¶Ñо¿Éú. 2026-04-07 5/250 2026-04-09 15:56 by onlyÖÜ
[¿¼ÑÐ] 283µç×ÓÐÅÏ¢Çóµ÷¼Á +4 ÈýʯWL 2026-04-08 4/200 2026-04-09 10:21 by wp06
[¿¼ÑÐ] 304Çóµ÷¼Á +10 ËØÄê¼ÀÓï 2026-04-06 17/850 2026-04-08 09:05 by À¶ÔÆË¼Óê
[¿¼ÑÐ] 323Çóµ÷¼Á +3 ÁÖzlu 2026-04-07 4/200 2026-04-07 23:21 by lbsjt
[¿¼ÑÐ] 327¿¼Ñе÷¼ÁÍÆ¼ö +6 ÎØÎØÎØÎØÄØ 2026-04-06 6/300 2026-04-06 21:39 by à£à£à£0119
[¿¼ÑÐ] 362Çóµ÷¼ÁÒ»Ö¾Ô¸ÖйúʯÓÍ´óѧ +4 ÎÒÒª¿¼´ó 2026-04-06 6/300 2026-04-06 14:11 by Î޼ʵIJÝÔ­
[¿¼ÑÐ] 327Çóµ÷¼Á +4 ʰ¹âÈÎȾ 2026-04-05 4/200 2026-04-05 20:16 by ÄϺ½~ÍòÀÏʦ
ÐÅÏ¢Ìáʾ
ÇëÌî´¦ÀíÒâ¼û