A FUNDAMENTAL STUDY ON THE DYNAMIC BEHAVIOR OF A PILED FOUNDATION : WITH SHORT PILES
A FUNDAMENTAL STUDY ON THE DYNAMIC BEHAVIOR OF A PILED FOUNDATION : WITH SHORT PILES
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桩基础动态行为的基础研究：短桩
DOI：
10.3130/aijs.68.79_3
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发表时间：
2003
期刊：
影响因子：
--
通讯作者：
R. Ishida
中科院分区：
文献类型：
--
作者：
S. Nakai;H. Mano;T. Matsuda;R. Ishida
An extensive stUdy of the dynamic behavior ofpiled f ［〕 undations with very short piles has been made by a series of cenUifuge rnode 賦 ests and dlree dimensional finite eletnent analyses ． 1 【 was fbund from the modehests that the addition of very short piles to a piled foundation reduces ． bending mornentS and Chear f （〕 rces of the piles aI their head ， It was alSo found from the series （ rf finite element analyses that the eanhquake reny ） onse of a building is not affeeted very much due tO thel difference ． of the type of fc 〕 undation （ piled ／ piled rah ） of of the connection condidon of the pi 且e at its head （rigidlpin） ． Howeve 鴫 it was pointed ouUhaI the contribution ofvery shorI piles to the pile bear 孟 ng shear fb 【 ces is about 30 to 40 per cent and is found effective frorn the view point of ear山 quake resistance ，