Retest of Neoprene seismic isolation bearings after 30 years

被引:7
作者
Van Engelen, Niel C. [1 ,2 ]
Kelly, James M. [1 ]
机构
[1] Univ Calif Berkeley, Pacific Earthquake Engn Res Ctr, Richmond, CA 94804 USA
[2] McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada
基金
美国国家科学基金会; 加拿大自然科学与工程研究理事会;
关键词
Neoprene; aging; base isolation; steel reinforced; elastomeric isolators; STABILITY;
D O I
10.1002/stc.1665
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes the retest of a set of Neoprene (Polychloroprene) steel reinforced elastomeric isolator bearings that were originally tested as part of an experimental program in 1981. The original bearings were tested on a shake table as a demonstration of the feasibility of base isolation for the seismic protection of buildings. Two types of bearings were provided, and not all were used. The unused bearings were stored unloaded at room temperature for over 30years. Although there has been a very substantial improvement in the number and quality of the instrumentation available to the test program over the span of 30years, it is possible to compare the results of relatively similar shake table tests on the bearings. The shake table tests are used to assess the changes in the horizontal stiffness and damping values for the bearings over this period. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:139 / 151
页数:13
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