�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-1Šª ”N�F 1994”N •Å�F 1111-1116•Å ’˜ŽÒ�i˜a�j�F —§�Î�@�Í ƒ^ƒCƒgƒ‹�i˜a�j�F ƒTƒuƒXƒgƒ‰ƒNƒ`ƒƒ�[–@‚ÉŠî‚­’n’†�\‘¢•¨‚Ì�ÓI‘Ï�kŒvŽZ–@‚ÌŒ¤‹† �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Akira TATEISHI ƒ^ƒCƒgƒ‹�i‰p�j�F STATIC SEISMIC ANALYSIS METHOD OF UNDERGROUND STRUCTURES BASED ON THE SUBSTRUCTURE METHOD �´˜^�i‰p�j�F
On the basis of the dynamic substructure method, the author proposed the static seismic analysis methods of underground structures considering the dynamic interaction characteristics between soil and underground structures in the case of both a soil spring type and a soil FEM type. Consequently, the seismic loading methods of underground structures were clarified theoretically, and the validity of the existing static seismic analysis methods was studied in comparison with the proposed methods. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W