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MIDAS IT¿¡¼´Â ÀÌ¹Ì °øÁöÇص帰 ¹Ù¿Í °°ÀÌ ¿À´Â 11¿ù 29, 30ÀÏ ¾çÀÏ°£¿¡ °ÉÃÄ Åä¸ñÀü¿ë ±¸Á¶Çؼ® ¹× ¼³°è ½Ã½ºÅÛÀÎ MIDAS/CIVIL ¹ßǥȸ¿Í ±³·®±¸Á¶Çؼ® ±â¼ú¼¼¹Ì³ª¸¦ °âÇÏ¿© °³ÃÖÇÒ ¿¹Á¤ÀÌ¸ç ¾çÀÏ°£ µ¿ÀÏ ÁÖÁ¦°¡ ¹ßÇ¥µÇ¹Ç·Î ÇϷ縦 ¼±ÅÃÇؼ Âü¼®ÇÏ½Ç ¼ö ÀÖ½À´Ï´Ù. (Æ÷½ºÄÚ ¼¾ÅÍ ¼°ü 4Ãþ ¾ÆƮȦ)
º» ±â¼ú¼¼¹Ì³ª¿Í °ü·ÃµÈ º¸´Ù »ó¼¼ÇÑ ³»¿ëÀº ÀúÈñ ȨÆäÀÌÁö(www.midasIT.com)¿¡ µîÀçµÈ ³»¿ëÀ» ÂüÁ¶ÇϽñ⠹ٶó¸ç Âü¼®À» ¿øÇÏ½Ã¸é ¾Æ·¡ÀÇ ÇØ´ç ³¯Â¥ ¹öÆ°À» Ŭ¸¯ÇÏ¿© µî·Ï ÇϽñ⠹ٶø´Ï´Ù.
* ±Ý¹ø Çà»ç´Â ÀúÈñ ȨÆäÀÌÁö¸¦ ÅëÇØ »çÀü Âü°¡µî·ÏÀ» ¸¶Ä¡½Å ºÐ¿¡ ÇÑÇÏ¿© Âü¼®ÀÌ °¡´ÉÇϸç ÇöÀç ¸¹Àº ºÐµéÀÌ Á¢¼ö¸¦ ¿Ï·áÇÏ¿´À¸¹Ç·Î ½ÅûÀ» ¼µÑ·¯ Áֽñ⠹ٶø´Ï´Ù.
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³¯ Â¥ |
11¿ù 29ÀÏ |
11¿ù 30ÀÏ |
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¡Ø º» ±â¼ú¼¼¹Ì³ªÀÇ Âü¼®Àº »çÀü¿¡ µî·ÏÇϽźп¡ ÇÑÇÏ¿© °¡´ÉÇÕ´Ï´Ù. |
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MIDAS/CIVILÀÇ Ãâ½Ã¸¦ ±â³äÇÏ°í ±¹³» Åä¸ñ ±¸Á¶±â¼úÀÎ ¿©·¯ºÐ²² º¸´Ù Àú°¡·Î º¸±ÞÇÒ ±âȸ¸¦ °®°íÀÚ 11¿ù 1ÀϺÎÅÍ 30ÀϱîÁö ÇÑ´Þ °£ ÇÒÀÎÆǸŠÇà»ç¸¦ ¾Æ·¡¿Í °°ÀÌ ½Ç½Ã ÇÏ¿À´Ï ¸¹Àº Âü¿©¹Ù¶ø´Ï´Ù.
1. MIDAS/CIVIL °¡°ÝÇ¥
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±¸ºÐ |
¸ðµâÀÇ ±â´É ±¸¼º |
Á¤°¡ |
Çà»çÁß
ÇÒÀΰ¡ |
ÇÒÀÎÀ² |
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MIDAS/CIVIL Standard |
¡á Unlimited Nodes/Elements
¡á Unlimited Load Cases/Load Combinations
¡á Static Analysis
- Linear Static Analysis
- Thermal Stress Analysis
¡á Dynamic Analysis
- Free Vibration Analysis
- Response Spectrum Analysis
(SRSS, CQC, ABS)
¡á Moving Load Analysis
- Influence Line Analysis
- Influence Surface Analysis
¡á Composit Bridge Analysis
¡á Settlement Analysis |
400 |
299 |
25% |
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MIDAS/CIVIL Advanced |
¡á MIDAS/CIVIL Standard ±â´É Æ÷ÇÔ
¡á P - Delta Analysis
¡á Buckling Analysis
¡á Construction Stage Analysis
- Àç·áÀÇ ½Ã°£ÀÇÁ¸Àû Ư¼º
(Time dependent Material)
- Boundary Group
- Static Load Group |
900 |
720 |
20% |
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MIDAS/CIVIL Expert |
¡á MIDAS/CIVIL Advanced ±â´É Æ÷ÇÔ
¡á Heat of Hydration Analysis(¼öÈ¿Çؼ®)
- Thermo-elastic Analysis
(Temperature Stress)
- Maturity, Creep, Shrinkage, Pipe Cooling
¡á Large Displacement Analysis
- Cable-stayed bridge Analysis
- Suspension bridge Analysis
¡á Prestressed Concrete Analysis
- ILM, FCM, MSS, FSM, PSM |
1,900 |
1,520 |
20% |
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Option 1 |
¡á Heat of Hydration Analysis |
300 |
240 |
20% |
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Option 2 |
¡á Large Displacement Analysis |
300 |
240 |
20% |
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Option 3 |
¡á Prestressed Concrete Analysis |
600 |
480 |
20% | |
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* Note :
1) Option 1, 2, 3Àº Advanced VersionÀ» ±¸¸ÅÇÒ °æ¿ì¿¡¸¸ Ãß°¡ÇÏ½Ç ¼ö ÀÖ½À´Ï´Ù.
2) ±âÁ¸ GENw »ç¿ëÀÚ°¡ ÇÁ·Î±×·¥ ±³Ã¼ ÈÄ optionÀ» Ãß°¡·Î ±¸¸Å ÇÒ °æ¿ì¿¡´Â 30%ÀÇ ÇÒÀÎÀ²ÀÌ Àû¿ëµË´Ï´Ù. (ÇÒÀÎÆǸŠ±â°£¿¡ ÇÑÇÔ.) |
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2. ±¸¸Å ¹æ¹ý
- MIDAS/CIVIL ±¸¸Å½Åû ¼± Á¢¼ö
- ±¸¸Å½Åû Á¢¼öºÐ¿¡ ÇÑÇØ ±¸¸Å °è¾àü°á
- ´ë±Ý °áÁ¦ È®ÀÎ ÈÄ ÇÁ·Î±×·¥ ¼ÛºÎ
3. ÇÒÀÎ ÆǸŠ±â°£
- ±¸¸Å½Åû Á¢¼ö±â°£ : 2001³â 11¿ù 1ÀÏ ~ 11¿ù 30ÀÏ
- ±¸¸Å°è¾à ü°á±â°£ : 2001³â 12¿ù 1ÀÏ ~ 12¿ù 15ÀÏ
- ÇÁ·Î±×·¥ ¹ß¼Û±â°£ : 2001³â 12¿ù 16ÀÏ ~ 12¿ù 31ÀÏ
( ÇÁ·Î±×·¥ ¹ß¼Û ½ÃÁ¡Àº ´Ù¼Ò º¯°æ µÉ¼ö ÀÖ½À´Ï´Ù.)
4. ±¸¸Å ½Åû Á¢¼ö
- ±¸¸Å ½Åû¼ ÀÛ¼º ÈÄ FAX ¶Ç´Â E-mail ÀÌ¿ë Á¢¼ö
(»ó±â 3Ç×ÀÇ Á¢¼ö±â°£ ÁßÀÇ Á¢¼ö ºÐ¿¡ ÇÑÇÏ¿© À¯È¿ÇÔ)
- 11¿ù 29ÀÏ ¶Ç´Â 30ÀÏ ±â¼ú ¼¼¹Ì³ª ÇöÀå¿¡¼ Á¢¼ö °¡´É.
- ±¸¸Å ½Åû¼ ¾ç½ÄÀº ÷ºÎÆÄÀÏ ÀÌ¿ë.
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MIDAS/CIVILÀÇ Ãâ½Ã¿Í °ü·ÃÇÏ¿© Åä¸ñºÐ¾ßÀÇ ±âÁ¸ MIDAS/GENw »ç¿ë°í°´¿¡ ´ëÇؼ´Â MIDAS/CIVIL·Î ÇÁ·Î±×·¥À» ¹«»óÀ¸·Î ±³Ã¼ÇÏ¿© µå¸± °èȹÀÔ´Ï´Ù. ¾Æ·¡ ±³Ã¼°èȹÀ» ÂüÁ¶Çϼż ½ÅûÇϽñ⠹ٶø´Ï´Ù.
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¢Ã MIDAS/GENw »ç¿ë°í°´À» À§ÇÑ ÇÁ·Î±×·¥ ¹«»ó ±³Ã¼°èȹ
1) ´ë»ó : Åä¸ñºÐ¾ß MIDAS/GENw »ç¿ë°í°´
2) ±³Ã¼ ÇÁ·Î±×·¥
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±âÁ¸»ç¿ë ÇÁ·Î±×·¥ |
±³Ã¼ ÇÁ·Î±×·¥ |
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MIDAS/GENw Standard |
MIDAS/CIVIL Standard |
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MIDAS/GENw Advanced |
MIDAS/CIVIL Advanced |
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MIDAS/GENw Advanced + ¼öÈ¿ ¸ðµâ |
MIDAS/CIVIL Advanced + ¼öÈ¿ ¸ðµâ(Option 1) |
3) ±³Ã¼¹æ¹ý
- ´ë»ó °í°´ °³º° ÅëÁö ÈÄ ½Åû¼ Á¢¼ö ¿¹Á¤
4) Option Ãß°¡ ±¸¸Å
- ÇÁ·Î±×·¥ ±³Ã¼ ÈÄ MIDAS/CIVILÀÇ OptionµéÀº °¢°¢ Ãß°¡±¸¸Å °¡´ÉÇÏ¸ç ¼¼¹Ì³ª Çà»ç½Ã ±¸¸ÅÇÏ´Â °æ¿ì´Â Optionº° ±¸¸Å°¡ÀÇ 30% ÇÒÀÎÇýÅÃÀÌ ÁÖ¾îÁý´Ï´Ù.
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