�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€�u‰‰�W Vol�F 7Šª ”N�F 1986”N •Å�F 1969-1974•Å ’˜ŽÒ�i˜a�j�F - ƒ^ƒCƒgƒ‹�i˜a�j�F - �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Wang Hai Bo, Lin Gao ƒ^ƒCƒgƒ‹�i‰p�j�F SEISMIC RESPONSE OF PIPELINES BURIED IN SEMI-INFINITE ELASTIC MEDIUM �´˜^�i‰p�j�F
The boundary element method has been used to determine the dynamic interaction between pipe and soil traeted as semi-infinite medium. Through practical examples some parameters affecting the dynamic response of pipe, such as frequency, embedment depth, shear wave speed of soil and incident angle of wave were investigated. Also the comparison between dynamic and static results was made. Finally, some conclusions has been drawn. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W