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Á¦¸ñ Introduction LUSAS ÆÄÀÏ
À̸§ °ü¸®ÀÚ ³¯Â¥ 2004-10-16
LUSAS Bridge´Â ¼¼°è °¢±¹¿¡¼­ ±³·®À» ¼³°èÇÏ´Â ±â¼úÀÚµéÀÌ »ç¿ëÇÏ´Â ÇÁ·Î±×·¥À¸·Î ¸ðµç Çü½ÄÀÇ ±³·®¿¡¼­ ±× ½Ç¿ë¼ºÀ» ÀÎÁ¤¹Þ°í ÀÖ½À´Ï´Ù.
»õ·Î¿î ±³·®ÀÇ ¼³°è³ª ±âÁ¸ ±³·®¿¡ ´ëÇÑ Æò°¡ µî ´Ù¾çÇÑ Çؼ® ¿ä±¸¸¦ ÇϳªÀÇ ÇÁ·Î±×·¥À¸·Î ¼ö¿ëÇÒ ¼ö ÀÖÀ¸¹Ç·Î ÀÛ¾÷ È¿À²À» ±Ø´ëÈ­ÇÒ ¼ö ÀÖ´Â ÇÁ·Î±×·¥ÀÔ´Ï´Ù.

- ±³·® Çؼ®°ú ¼³°è, Æò°¡ ºÐ¾ß¿¡¼­ÀÇ È®½ÇÇÑ ¸®´õ, LUSAS

Windows ȯ°æ, ¸ðµ¨¸µÀ» Áö¿øÇÏ´Â °¢Á¾ ¸¶¹ý»ç, ´Ù¾çÇÑ À̵¿ÇÏÁß°ü·Ã ±â´É, À̵¿ÇÏÁß ÃÖÀûÈ­, Smart Combination µîÀÇ ±â´É°ú ÀÛ¾÷ ȯ°æÀ» ÅëÇØ ½±°í ºü¸£°Ô ¸ðµ¨¸µÀ» »ý¼ºÇÏ°Ô µÇ¸ç, ÇÊ¿äÇÑ ÇÏÁßÀÇ ÀçÇÏ¿Í °á°ú °ËÅ並 ÇÒ ¼ö ÀÖ½À´Ï´Ù.
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±³·®ÀÇ Çؼ®°ú ¼³°è, ¼º´É Æò°¡ µîÀÇ ºÐ¾ß¿¡¼­ LUSAS Bridge°¡ ´Ü¿¬ ¸®´õ·Î Æò°¡ ¹Þ´Â ÀÌÀ¯´Â, ÁöÁø Çؼ®, µ¿Çؼ®, ÇÁ¸®½ºÆ®·¹½º, ºñ¼±Çü, ÇÇ·ÎÇؼ® µî¿¡¼­ º¸¿©ÁÖ´Â ´Ù¸¥ ÇÁ·Î±×·¥¿¡¼­ ±â´ëÇÒ ¼ö ¾ø´Â µ¶Æ¯ÇÑ Æ¯Â¡°ú ±¤¹üÀ§ÇÑ ±â´ÉµéÀÌ Àֱ⠶§¹®ÀÔ´Ï´Ù.

¸ðµç ÇüÅÂÀÇ ±³·® Àüü°è Çؼ®¿¡ »ç¿ëÇÒ ¼ö ÀÖÀ¸¸ç...

½½¶óºê ±³·® (Slab decks)
½½¶óºê/°Å´õ ±³·® (Slab/beam decks)
Ç÷¹ÀÌÆ® °Å´õ±³ (Plate girders)
¼®Àç ¾ÆÄ¡±³ (Marsonry arches)
¶ó¸à±³ (Integral bridges)
¹Ú½º °Å´õ±³ (Box girders)
»çÀå±³ (Cable stayed bridges)
Çö¼ö±³ (Suspension bridges)

¶ÇÇÑ ±¹ºÎ Çؼ®¿¡µµ »ç¿ëµË´Ï´Ù.

Ç÷¹ÀÌÆ® °Å´õÀÇ Á±¼ (Plate girder buckling)
U-Frame action
¿ëÁ¢ºÎ ±¹ºÎ Çؼ® (Local analysis of welds)
¹Ú½º ´ÙÀ̾ÆÇÁ·¥ ÀÔü ¸ðµ¨ Çؼ® (Solid modelling of box diaphragms)
±ØÇÑ ÇÏÁß Çؼ®(Ç׺¹ ¹× ±Õ¿­ °Åµ¿ ¿¹Ãø)
±¸Á¶ÀçÀÇ ÇÇ·ÎÇؼ®(Fatigue analysis of structural components)
µ¡ºÙÀÓ¸»
¹øÈ£ Á¦¸ñ ÆÄÀÏ À̸§ ³¯Â¥ Á¶È¸¼ö
6 °ü¸®ÀÚ 2006-01-25 11333
5 °ü¸®ÀÚ 2004-12-09 7532
4 °ü¸®ÀÚ 2004-10-07 7515
3 °ü¸®ÀÚ 2004-10-07 7094
2 °ü¸®ÀÚ 2004-10-07 7530
1 °ü¸®ÀÚ 2004-10-16 8565
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