Applicability study of a low cost seismic isolator prototype using recycled rubber

Tecnia Pub Date : 2019-08-07 DOI:10.21754/tecnia.v29i2.706
A. Muñoz, M. Diaz, R. Reyna
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引用次数: 11

Abstract

In order to protect buildings against earthquakes that are categorized as "common" according to the Peruvian Earthquake Resistant Standard, a prototype of Recycled Rubber Seismic Isolator ("RRSI") was developed in the structural laboratory of the Japan-Peru Center for Earthquake Engineering Research and Disaster Mitigation - CISMID, Peru. The raw material used to manufacture this device was recycled rubber tires; the rubber tire was cut into square shape sheets with 190mmx190mm of cross-section and a total thickness of around 11 mm. Rubber tire sheets were joined to each other by a vulcanization process, including rubber layers with 3mm of thickness made of recycled rubber tire powder in between rubber tire sheets; and in between the rubber tire sheet and the steel plate at both ends of the bearing. Two specimens were tested in a shaking table under a free vibration impulse or displacement in order to get their natural vibration frequency, natural period, and inherent damping. Then, to obtain the hysteretical behavior, a cyclic lateral reversal-loading test was conducted on three different specimens applying a constant axial load of 330MPa, 270MPa, and 220MPa respectively and a lateral displacement pattern with different levels of shear deformations up to the failure, which occurs at a shear strain of around 100%. From the experimental results, a nonlinear hysteretic behavior and energy dissipation were observed, decoupling the lateral movement. Finally, a numerical model was proposed to model the nonlinear hysteretic behavior of the RRSI based on a Modified Bouc-Wen model. This numerical model was simulated by using the specimens as base isolators for buildings.
低成本再生橡胶隔震器原型的适用性研究
为了保护根据秘鲁抗震标准被归类为“普通”的建筑物免受地震的影响,日本-秘鲁地震工程研究和减灾中心(CISMID,秘鲁)的结构实验室开发了再生橡胶隔震器(“RRSI”)的原型。用于制造该装置的原材料是再生橡胶轮胎;将橡胶轮胎切割成横截面为190mmx190mm、总厚度约为11mm的正方形片材。通过硫化工艺将橡胶轮胎片材彼此连接,在橡胶轮胎片材之间包括由回收橡胶轮胎粉末制成的厚度为3mm的橡胶层;并且在轴承的两端处在橡胶轮胎片和钢板之间。在自由振动脉冲或位移作用下,在振动台上对两个试样进行了试验,以获得其固有振动频率、固有周期和固有阻尼。然后,为了获得滞后行为,在三个不同的试样上进行了循环横向反向载荷试验,分别施加330MPa、270MPa和220MPa的恒定轴向载荷,以及具有不同剪切变形水平的横向位移模式,直到在约100%的剪切应变下发生破坏。从实验结果来看,观察到了非线性滞回行为和能量耗散,使横向运动解耦。最后,在改进Bouc-Wen模型的基础上,提出了一个数值模型来模拟RRSI的非线性滞回特性。该数值模型是通过将试件用作建筑物的基础隔震器来模拟的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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