桩基的减震性能分析  

The Pile Foundation's Performance of Reducing Building's Seismic Response

作　　者：牛春良 杨春田[1] 

机构地区：[1]包头钢铁设计研究总院,014010

出　　处：《特种结构》2000年第3期7-9,共3页Special Structures

摘　　要：工程抗震的实践证明 :凡是采用桩基的建 (构 )筑物的震害普遍较不打桩的同类建筑轻。本文对桩基的减震性能进行了分析 。It's proved that all of buildings or special structures with pile foundations exist a strong antiseismic ability than others without pile foundation in occured earthquake.The pile foundation's performance of reducing effect of seismic action is analyzed in this paper.The results may be for reference.

关 键 词：桩基 减震性能 分析 

分 类 号：TU473[建筑科学—结构工程]