�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-1Šª ”N�F 1994”N •Å�F 1039-1044•Å ’˜ŽÒ�i˜a�j�F —Ñ“c�@•q�O�C�@�™‘º�@‹`�L�C�@ŒI“c�@“N�C�@ŒF’J�@—T“¹ ƒ^ƒCƒgƒ‹�i˜a�j�F ’n�k‰ž“š‹L˜^‚ÉŠî‚­�YŽxŽ�Œš•¨‚Ì�U“®“Á�« �´˜^�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 Toshihiro HAYASHIDA, Yoshihiro SUGIMURA, Satoshi KURITA, Hiromichi KUMAGAI ƒ^ƒCƒgƒ‹�i‰p�j�F DYNAMIC CHARACTERISTICS OF SOIL-PILE-BUILDING ON THE BASIS OF EARTHQUAKE RESPONSE RECORDS �´˜^�i‰p�j�F
The purpose of this paper is to make clear vertical bearing mechanism of building supporting piles on the basis of earthquake records. An instruments array for earthquake observation has been established in a building supported by piles, which is located in OMIYA city. By analyzing the acceleration responses and stresses in pile of the building and comparing the observed data with the numerical results of FEM analyses, effects of multi-dimentional input motions and rocking motions of super-structure to stresses of pile were investigated. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W