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近断层地震作用下相邻隔震结构的碰撞研究

黄潇 朱宏平

土木工程与管理学报2011,Vol.28Issue(3):249-253,5.
土木工程与管理学报2011,Vol.28Issue(3):249-253,5.

近断层地震作用下相邻隔震结构的碰撞研究

Study on Impact of Adjacent Base-isolated Structures Under Near-fault Earthquake

黄潇 1朱宏平2

作者信息

  • 1. 华中科技大学 土木工程与力学学院
  • 2. 控制结构湖北省重点实验室,湖北武汉430074
  • 折叠

摘要

Abstract

A linear Kelvin contact model was used to simulate the impact of adjacent structures. The governing equations of the structural pounding system under near-fault earthquake were set up, and the effect of isolation bearings was investigated. The impact of base-isolated structure with displacement-constraint devices, with base-isolated structures and with base-isolated structure were studied. The results showed that the pounding on the base-isolated structure leads an obvious magnification of its acceleration, but the acceleration is less than the without base-isolated structure. Through the comparative analysis, the number of impacts of base-isolated structure with both sides building is far more than with just side collide.

关键词

隔震结构/近断层地震/相邻结构/碰撞

Key words

base-isolated structure/ near-fault earthquake/ adjacent structures/ pounding

分类

建筑与水利

引用本文复制引用

黄潇,朱宏平..近断层地震作用下相邻隔震结构的碰撞研究[J].土木工程与管理学报,2011,28(3):249-253,5.

基金项目

国家杰出青年科学基金(50925828) (50925828)

土木工程与管理学报

OACHSSCDCSTPCD

2095-0985

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