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Çѱ¹¼öÀÚ¿øÇÐȸ / v.16, no.3, 1983³â, pp.181-185
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Ç¥¸éµµ¸¦ °í·ÁÇÒ ¶§ ÁöÁøÁß ´ï¿¡ ÀÛ¿ëÇÏ´Â µ¿Àû¾Ð·Â
( Effect of Surfaces Waves on Hydrodynamic Froce on Dam during Earthquakes ) |
| ÀÓÁø¼ö; º»ÇÐȸ Á¤È¸¿ø ¾ÆÁÖ´ëÇб³ ±â°è°øÇаú Á¶±³¼ö °ø¹Ú;
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| ¹°ÀÇ ¾ÐÃ༺À» ¹«½ÃÇßÀ» ¶§, ÁöÁøÁß´ï¿¡ ÀÛ¿ëÇÏ´Â µ¿Àû¾Ð·Â ¹®Á¦¸¦ Ãë±ÞÇÏ¿´´Ù. Ç¥¸éÆÄ±îÁö¸¦ ³ªÅ¸³»´Â Green ÇÔ¼ö¸¦ µµÀÔÇÏ¿© ¼öÆò ¹× ¼öÁ÷ ÁöÁø °¡¼Óµµ°¡ ÀÖÀ» ¶§, ´ï¿¡ ÀÛ¿ëÇÏ´Â µ¿Àû¾Ð·ÂÀ» ³ªÅ¸³»´Â ½ÄÀ» ±¸ÇÏ¿´À¸¸ç, À̸¦ ÀÌ¿ëÇÏ¿© Ç¥¸éÆÄÀÇ ¿µÇâÀ» Á¤·®ÀûÀ¸·Î ¿¹ÃøÇÒ ¼ö ÀÖ¾ú´Ù. ¶Ç ´ïÀÌ ±íÀ» ¶§¿¡´Â Ç¥¸éÆÄÀÇ ¿µÇâÀº °ÅÀÇ ¹«½ÃÇÒ ¸¸ ÇÏ¿´´Ù. |
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| The problem of hydrodynamic pressure on dams during transient earthquake is treated by considering water as being incompressible. A time dependent Green's function is introduced which allows surface waves. The formula of the hydrodynamic pressure due to horizontal and vertical earthquake is derived which permits quantitative determination of the effect of surface waves. Finally, it is found that surface waves may be ignored when the depth of reservoir is large. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.16, no.3, 1983³â, pp.181-185
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198311920090739)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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