Comparing Rubber Bearings and Eradi-Quake System for Seismic Isolation of Bridges

被引:12
作者
Cho, Chang Beck [1 ]
Kim, Young Jin [1 ]
Chin, Won Jong [1 ]
Lee, Jin-Young [2 ]
机构
[1] Korea Inst Civil Engn & Bldg Technol, Dept Infrastruct Safety Res, Goyang 10223, South Korea
[2] Kyungpook Natl Univ, Sch Agr Civil & Bioind Engn, Daegu 41566, South Korea
基金
新加坡国家研究基金会;
关键词
seismic isolator; seismic isolation of bridges; natural rubber bearing; lead rubber bearing; Eradi-Quake System (EQS); energy dissipated per cycle (EDC);
D O I
10.3390/ma13225247
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Seismic isolation systems have been used worldwide in bridge structures to reduce vibration and avoid collapse. The seismic isolator, damper, and Shock Transmission Unit (SUT) are generally adopted in the seismic design of bridges to improve their seismic safety with economic efficiency. There are several seismic isolation systems, such as Natural Rubber Bearing (NRB), Lead Rubber Bearing (LRB), and the Eradi-Quake System (EQS). EQS as a new technology is expected to effectively reduce both seismic force and displacement, but there is still some need to verify whether it might provide an economical and practical strategy for a bridge isolation system. Moreover, it is important to guarantee consistent performance of the isolators by quality control. A comparative evaluation of the basic properties of the available seismic isolators is thus necessary to achieve a balance between cost-effectiveness and the desired performance of the bridge subjected to extreme loading. Accordingly, in this study, the seismic response characteristics of the seismic isolation systems for bridges were investigated by conducting compressive test and compressive-shear test on NRB, LRB, and EQS.
引用
收藏
页码:1 / 10
页数:10
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