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Recycled Rubber Fiber Reinforced Bearings (RR-FRBs) as base isolators for residential buildings in developing countries: The demonstration building of Pasir Badak, Indonesia

机译:再生橡胶纤维增强轴承(RR-FRBS)作为发展中国家的住宅建筑物的基地隔离器:印度尼西亚Pasir Badak的示范大楼

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摘要

The aftermath of the Mw 7.1 Central Mexico earthquake struck at 13:14 CDT on 19 September 2017 confirmed, once again, the need of introducing seismic mitigation technologies that can effectively be implemented on a wide scale to reduce the seismic risk in developing regions of the world. With this in mind, the aim of this paper is the validation of Recycled Rubber-Fiber Reinforced Bearings (RR-FRBs) as base isolation devices for low-cost houses in developing counties.Results of Response History Analyses (RHAs) of a RR-FRBs base isolated residential building are discussed in this work, together with the design, Finite Element Analyses (FEAs), manufacturing and testing of full-scale prototype bearings for the building under investigation. In addition, the seismic performance of the RR-FRBs base isolated structure is compared to the response of the same building when isolated at the base with conventional devices, namely Laminated Rubber Bearings (LRBs) and Friction Pendulum Systems (FPSs).Results of this work underline the high potential of these low-cost bearings as base isolation devices for residential buildings, confirming the possibility of achieving a significant improvement of the seismic performance of ordinary structures by using the low-cost and easy to manufacture RR-FRBs.
机译:MW 7.1中央墨西哥地震的后果于2017年9月19日在2017年9月19日在2017年9月19日击中了一旦需要引入可以在广泛的范围内实现地震减缓技术的需要,以降低发展中国家的地震风险世界。考虑到这篇文章,本文的目的是验证再生橡胶纤维增强轴承(RR-FRBS)作为发展县的低成本房屋的基础隔离装置。响应历史分析(RRA)的响应历史分析(RHAS)本工作中讨论了FRBS基地孤立的住宅建筑,以及设计,有限元分析(令人疲劳),制造和测试在调查下的建筑物的全面原型轴承。此外,将RR-FRBS底座隔离结构的地震性能与与常规装置的底座隔离时相同的建筑物的响应进行了比较,即层压橡胶轴承(LRB)和摩擦摆动系统(FPSS)。方法工作强调这些低成本轴承的高潜力作为住宅建筑的基础隔离装置,通过使用低成本且易于制造的RR-FRB来确认实现普通结构的地震性能的显着提高。

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