Group Damping : Element Mass & Stiffness Proportional

 

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Group Damping : Element Mass & Stiffness Proportional ´ëÈ­»óÀÚ

 

Default Values for Unspecified Elements and Boundaries

±×·ì ȤÀº ÀçÁúº° °¨¼è·Î ÁöÁ¤ÇÏÁö ¾ÊÀº ºÎºÐ¿¡ Àû¿ëµÉ °¨¼èÁ¤¼ö¸¦ ¼³Á¤ÇÕ´Ï´Ù.  

Damping Type
°¨¼èÇà·ÄÀÌ Áú·®¿¡ ºñ·ÊÇÏ´Â ÇüÅÂ(Mass Proportional)ÀÎÁö, °­¼º¿¡ ºñ·ÊÇÏ´Â ÇüÅÂ(Stiffness Proportional)ÀÎÁö¸¦ ¼±ÅÃÇÕ´Ï´Ù.

Direct Specification : Damping Type¿¡¼­ ¼±ÅÃÇÑ Ç׸ñ¿¡ ´ëÇØ ºñ·Ê°è¼ö¸¦ Á÷Á¢ ÀÔ·ÂÇÕ´Ï´Ù.

Calculate from Modal Damping : Coefficients Calculation¿¡¼­ »ç¿ëÀÚ°¡ ÁöÁ¤ÇÑ ¸ðµå °¨¼èºñ·ÎºÎÅÍ ºñ·Ê°è¼ö¸¦ °è»êÇÏ¿© ÀÚµ¿ ÀԷµ˴ϴÙ.

Coefficient Calculation
Damping TypeÀÇ ¼±ÅÃÇ׸ñ¿¡ µû¶ó Áú·®°ú °­¼ºÀÇ ¸ðµå °¨¼èºñ¸¦ ÁöÁ¤ÇÕ´Ï´Ù.

Frequency [Hz] : ºñ·Ê°è¼öÀÇ °è»êÀ» À§ÇØ °¨¼èºñ¸¦ ÁöÁ¤ÇÒ ¸ðµåÀÇ Áøµ¿¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.  

Period [sec] : ºñ·Ê°è¼öÀÇ °è»êÀ» À§ÇØ °¨¼èºñ¸¦ ÁöÁ¤ÇÒ ¸ðµåÀÇ Áֱ⸦ ÀÔ·ÂÇÕ´Ï´Ù.

Damping Ratio (0.00~1.00) : ÀÔ·ÂÇÑ Frequency, ¶Ç´Â Period¿¡ ÇØ´çÇÏ´Â ¸ðµåÀÇ °¨¼èºñ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.

Specified Elements And Boundaries

ÀçÁúº°, ±×·ìº°·Î °¨¼èÁ¤¼ö¸¦ ¼³Á¤ÇÕ´Ï´Ù.

Material Data / Group
°¨¼èÁ¤¼ö¸¦ ¼³Á¤ÇÒ ÀçÁú ¹× ±×·ìÀ» ¼±ÅÃÇÕ´Ï´Ù.

Material : ÀçÁúº°·Î °¨¼èÁ¤¼ö¸¦ ÁöÁ¤ÇÒ ¶§ ¼±ÅÃÇÕ´Ï´Ù. Material Data°¡ ÇÒ´çµÈ ¿ä¼Ò¿¡ °¨¼èÁ¤¼ö°¡ Àû¿ëµË´Ï´Ù.

Structure : ¿ä¼Ò ±×·ìº°·Î °¨¼èÁ¤¼ö¸¦ ÁöÁ¤ÇÒ ¶§ ¼±ÅÃÇÕ´Ï´Ù.

Boundary : °æ°èÁ¶°Ç ±×·ìº°·Î °¨¼èºñ¸¦ ÁöÁ¤ÇÒ ¶§ ¼±ÅÃÇÕ´Ï´Ù. ÇØ´çµÇ´Â °æ°èÁ¶°ÇÀº Elastic Link, General Link, Point Spring ÀÔ´Ï´Ù.  

Name of Material / Group

1. Type¿¡¼­ Material ¼±ÅýÃ, °¨¼èÁ¤¼ö¸¦ Àû¿ëÇÒ Material Data¸¦ ¼±ÅÃÇÕ´Ï´Ù. All Material Data ¼±Åýà ¸ðµç ÀçÁúÀÌ ÇÒ´çµÈ ¿ä¼Ò¿¡ °øÅëÀûÀ¸·Î °¨¼èÁ¤¼ö°¡ Àû¿ëµË´Ï´Ù.

2. Type¿¡¼­ Structure ¹× Boundary ¼±ÅýÃ, Structure Group ¶Ç´Â Boundary Group¿¡¼­ Á¤ÀÇÇÑ GroupÀ» ¼±ÅÃÇÕ´Ï´Ù.

Coefficient Calculation

Damping TypeÀÇ ¼±ÅÃÇ׸ñ¿¡ µû¶ó Áú·®°ú °­¼ºÀÇ ¸ðµå °¨¼èºñ¸¦ ÁöÁ¤ÇÕ´Ï´Ù.

Damping Type
°¨¼èÇà·ÄÀÌ Áú·®¿¡ ºñ·ÊÇÏ´Â ÇüÅÂ(Mass Proportional)ÀÎÁö, °­¼º¿¡ ºñ·ÊÇÏ´Â ÇüÅÂ(Stiffness Proportional)ÀÎÁö¸¦ ¼±ÅÃÇÕ´Ï´Ù.

Direct Specification : Damping Type¿¡¼­ ¼±ÅÃÇÑ Ç׸ñ¿¡ ´ëÇØ ºñ·Ê°è¼ö¸¦ Á÷Á¢ ÀÔ·ÂÇÕ´Ï´Ù.

Calculate from Modal Damping : Coefficient Calculation¿¡¼­ »ç¿ëÀÚ°¡ ÁöÁ¤ÇÑ ¸ðµå °¨¼èºñ·ÎºÎÅÍ ºñ·Ê°è¼ö¸¦ °è»êÇÏ¿© ÀÚµ¿ ÀÔ·ÂÇÕ´Ï´Ù.

Frequency / Period
Áú·®/°­¼º¿¡ ´ëÇÑ °¨¼èÁ¤¼ö ¼³Á¤½Ã Àû¿ëÇÏ´Â Áøµ¿¼ö/Áֱ⸦ ÀÔ·ÂÇÕ´Ï´Ù. ÀÔ·ÂÇÑ Áøµ¿¼ö/Áֱ⸦ ±Ù°Å·Î Alpha, Beta °ªÀ» ÀÚµ¿ »êÁ¤ÇÕ´Ï´Ù.

Frequency [Hz] : ºñ·Ê°è¼öÀÇ °è»êÀ» À§ÇØ °¨¼èºñ¸¦ ÁöÁ¤ÇÒ ¸ðµåÀÇ Áøµ¿¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.

Period [sec] : ºñ·Ê°è¼öÀÇ °è»êÀ» À§ÇØ °¨¼èºñ¸¦ ÁöÁ¤ÇÒ ¸ðµåÀÇ Áֱ⸦ ÀÔ·ÂÇÕ´Ï´Ù.

Set Default Data : Default Values for Unspecified Elements and Boundaries¿¡¼­ ¼³Á¤ÇÑ Áøµ¿¼ö/Áֱ⠰ªÀ» °¡Áö°í ¿É´Ï´Ù.

Damping Ratio
°¨¼èºñ¸¦ ¼³Á¤ÇÕ´Ï´Ù.

Use Material Data : Material Data¿¡¼­ ¼³Á¤ÇÑ °¨¼èºñ¸¦ Àû¿ëÇÕ´Ï´Ù.

Direct Define : »ç¿ëÀÚ°¡ Á÷Á¢ Á¤ÀÇÇÕ´Ï´Ù. (Type > Material¿¡¼­ All Material Data¸¦ ¼±ÅÃÇÑ °æ¿ì¿¡´Â ÀԷºҰ¡)

Damping Coefficient for Specified Elements and Boundaries

ÀçÁúº°, ±×·ìº°·Î ¼³Á¤ÇÑ °¨¼èÁ¤¼ö Ç׸ñÀÌ Ç¥½ÃµË´Ï´Ù.

Priority of Damping Ratio ´ëÈ­»óÀÚ

Priority of Damping Ratio

¿ä¼Ò¿¡ 2°³ ÀÌ»óÀÇ °¨¼è°¡ Áߺ¹ ¼³Á¤µÈ °æ¿ìÀÇ ¿ì¼± ¼øÀ§¸¦ ¼±Á¤ÇÕ´Ï´Ù.

Priority between Material Data and Structure Group
1°³ÀÇ ¿ä¼Ò¿¡ Material Data¿Í Structure GroupÀÇ °¨¼è°¡ Áߺ¹ ¼³Á¤µÈ °æ¿ìÀÇ ¿ì¼± ¼øÀ§¸¦ ¼±Á¤ÇÕ´Ï´Ù.

Material Data : Material Data¿¡ ¼³Á¤µÈ °¨¼è¿¡ ÀÇÇÑ °¨¼èÁ¤¼ö°¡ ÇØ¼®¿¡ Àû¿ëµË´Ï´Ù.

Structure Group : Structure Group¿¡ ÀÇÇØ ¼³Á¤µÈ °¨¼èºñ¿¡ ÀÇÇØ °áÁ¤µË´Ï´Ù.

Priority between Structure Groups
1°³ÀÇ ¿ä¼Ò¿¡ 2°³ ÀÌ»óÀÇ Structure GroupÀÇ °¨¼è°¡ Áߺ¹ ¼³Á¤µÈ °æ¿ìÀÇ ¿ì¼± ¼øÀ§¸¦ ¼±Á¤ÇÕ´Ï´Ù.

Smallest Damping Ratio : °¨¼èÁ¤¼ö°¡ ÀÛÀº ÂÊÀÌ Àû¿ëµË´Ï´Ù.

Largest Damping Ratio : °¨¼èÁ¤¼ö°¡ Å« ÂÊÀÌ Àû¿ëµË´Ï´Ù.


Element Mass & Stiffness Proportional °¨¼èÀÎ °æ¿ì, °íÀ¯Ä¡Çؼ®Àº Lanczos ¹æ¹ý¸¸ Áö¿øµÈ´Ù.