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Çѱ¹Áö¹Ý°øÇÐȸ / v.4, no.4, 1988³â, pp.19-28
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Æø¹ßÇÏÁßÀ¸·Î ºÎÅÍ Áö¹ÝÀÇ ¿ÏÃæÀû µ¿°ú¿¡ ´ëÇÑ ¼öÄ¡ÇØ¼®Àû ¿¬±¸
( Numerical Analysis of Ground Shock Attenuation from Explosive Loading ) |
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| An underground explosion crests shock waves, which propagate to a buried structure through theÀÌ ground. Due to the explosion, very high stresses and large deformation occur in the ground so that the shock waves decay gradually. In this study the numerical simulation of the ground shock attenuation has teen performed. One dimensional wave equation is presented and the finite difference method is applies. A Cap model is adopted to describe the stress-strain behavior of the ground. The results are expressed by the attenuation of the peak stress and the particle vrelocity by the time and the distance. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.4, no.4, 1988³â, pp.19-28
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198811920443444)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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