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Çѱ¹Áö¹Ý°øÇÐȸ / v.1, no.1, 1985³â, pp.13-20
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ÁöÁø½Ã ¹æÄÛÁö¿ªÀÇ Áö¹Ý¿îµ¿¿¡ ´ëÇÑ µ¿·ÂÇÐÀû ¿¬±¸
( Dynamic Analysis of Ground Motion During Earthquake in the Bangkok Area ) |
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| SHAKE ÇÁ·Î±×·¥À» ÀÌ¿ëÇÏ¿© ¿¬¾àÁö¹ÝÀ¸·Î ºÐÆ÷µÇ¾î ÀÖ´Â ¹æÄÛÁö¿ª¿¡ ´ëÇÑ ÁöÁøÇ¥´äÀ» ÁöÇ¥¸éÀÇ °¡¼ÓµµÀÀ´ä ½ºÆåÆ®·³°ú ÃÖ´ë °¡¼Óµµ·Î¼ ºÐ¼®ÇÏ¿´´Ù. ±âÃʾϹÝÀÇ ÃÖ´ë °¡¼Óµµ¿Í ºÎ¿ùÁֱⰡ Áõ°¡µÊ¿¡ µû¶ó ÁöÇ¥¸éÀÇ ÃÖ´ë °¡¼Óµµ´Â Áõ°¡µÇ°í ±× °ªÀº 0.3g ·Î ¼ö°üµÇ¾ú´Ù. ¾Æ¿ï·¯ ÁöÁøÀÀ´ä ½ºÆåÆ®·³ÀÇ ¼ºÁú¿¡ ´ëÇØ¼µµ ¼³¸íµÇ¾ú´Ù. |
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| In this paper, earthquake response of the Bangkok area in Thailand was analyzed in terms of the acceleration response spectrum and maximum acceleration of the computed surface motions. The program SHAKE was employed to analyse the ground motion. With increasing the maximum acceleration and predominant period of given base rock motion, the computed maximum ground surface acceleration increases. but converges on a maximum value of about 0.39. The characteristics of earthquake response spectrum in the Bangkok area are also discussed and illustrated. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.1, no.1, 1985³â, pp.13-20
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198511920442380)
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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