Investigation of partially bonded fiber-reinforced elastomeric isolators (PB-FREIs) with nominal vertical tensile loads

被引:8
作者
Van Engelen, Niel C. [1 ]
Tait, Michael J. [2 ]
Konstantinidis, Dimitrios [2 ,3 ]
机构
[1] Univ Windsor, Dept Civil & Environm Engn, 401 Sunset Ave, Windsor, ON N9B 3P4, Canada
[2] McMaster Univ, Dept Civil Engn, 1280 Main St West, Hamilton, ON L8S 4L7, Canada
[3] Univ Calif Berkeley, Dept Civil & Environm Engn, 760 Davis Hall, Berkeley, CA 94720 USA
基金
加拿大自然科学与工程研究理事会;
关键词
partially bonded; base isolation; fiber reinforced; elastomeric isolator; experimental testing; tensile; SEISMIC ISOLATORS; PERFORMANCE; BEARINGS;
D O I
10.1139/cjce-2018-0014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Unbonded fiber-reinforced elastomeric isolators (FREIs) were initially proposed as a potential low-cost alternative to conventional steel-reinforced elastomeric isolators (SREIs). FREIs are similar to SREIs but comparatively lightweight as the steel components from SREIs have been replaced with polymer fibers in FREIs. Subsequent experimental investigations identified that unbonded FREIs have desirable characteristics for seismic isolation due to the unbonded application and fiber reinforcement. The unbonded application removes mechanical fasteners, relying on friction to transfer horizontal loads, further reducing the cost. However, the unbonded application also introduces limitations, being susceptible to slip in certain loading conditions and being incapable of resisting tensile forces. In this paper, the concept of partially bonded FREIs (PB-FREIs), a proposed solution to these limitations, is further investigated experimentally with nominal vertical tensile loads. It is shown that PB-FREIs can achieve similar properties to an unbonded FREI with a vertical compressive load.
引用
收藏
页码:669 / 676
页数:8
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