FRP-laminated Rubber Isolator: Theoretical Study and Shake Table Test on Isolated Building

被引：7

作者：

Wu, Di ^{[1
]}

Tesfamariam, Solomon ^{[2
]}

Xiong, Yan ^{[3
]}

机构：

[1] Guangzhou Univ, Key Lab Earthquake Engn & Appl Tech Guangdong Pro, Guangzhou, Guangdong, Peoples R China

[2] Univ British Columbia, Sch Engn, Kelowna, BC, Canada

[3] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510640, Guangdong, Peoples R China

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2023年 / 27卷 / 05期

基金：

中国国家自然科学基金;

关键词：

Shaking table test; seismic behavior; laminated rubber isolator; FRP; composite; seismic isolator; PERFORMANCE;

D O I：

10.1080/13632469.2022.2074914

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Performance of fiber-reinforced polymer (FRP)-laminated rubber isolators has been investigated through theoretical and experimental analyses. Effective horizontal stiffness of FRP rubber isolator is analyzed by the cyclic quasi-static experiment. A 1/3 scale shake table tests have been carried out to assess the seismic behavior and the efficiency of the FRP-laminated rubber isolator under the ground motions in different site conditions. The effective horizontal stiffness of the isolator has been derived which has been compared with the experimental results. Experimental studies have shown that FRP-laminated rubber bearings with many advantages can be applied to building structures to enhance seismic capacity.

引用

页码：1302 / 1323

页数：22

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