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三维复合隔震墩试验研究∗

尚守平 苏俊 崔向龙

湖南大学学报(自然科学版)2016,Vol.43Issue(5):39-43,5.
湖南大学学报(自然科学版)2016,Vol.43Issue(5):39-43,5.

三维复合隔震墩试验研究∗

Research on Three-dimensional Composite Isolation Pier

尚守平 1苏俊 1崔向龙1

作者信息

  • 1. 湖南大学 土木工程学院 湖南 长沙 410082
  • 折叠

摘要

Abstract

According to the structural properties and basic isolation theory,a new three-dimensional composite isolation pier was developed,which can effectively reduce the horizontal and vertical loads due to earthquake.This study introduced the isolation device configuration,work principle,and design theory. To evaluate the structural performance of the three-dimensional composite isolation pier,shaking table test of the rigid body mass was carried out.The test results show that the composite isolation device exhibites superb isolation performance.Furthermore,the proposed composite isolation device improved the cost-ef-fectiveness and constructability,which can be used for the practical engineering in the Chinese rural area.

关键词

竖向隔震/三维复合隔震墩/振动台试验/隔震效果

Key words

vertical isolation/three-dimensional composite isolation pier/shaking table test/isolation effect

分类

建筑与水利

引用本文复制引用

尚守平,苏俊,崔向龙..三维复合隔震墩试验研究∗[J].湖南大学学报(自然科学版),2016,43(5):39-43,5.

基金项目

国家“十二五”科技支撑计划项目(2011BAJ08800) (2011BAJ08800)

湖南省科技计划重点项目(06SK4057) (06SK4057)

湖南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1674-2974

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