An Experimental and Mechanical Study of a Two-Layer, Bioinspired Seismic Isolator for Multistory Buildings

Author:

Qaderi Saeedeh1ORCID,Adinolfi Valentina1,Germano Giovanni1,Benzoni Gianmario1,Luciano Raimondo2,Fraternali Fernando1ORCID

Affiliation:

1. Department of Civil Engineering, University of Salerno, 84084 Fisciano, Italy

2. Department of Engineering, Parthenope University, Centro Direzionale ISOLA C4, 80133 Napoli, Italy

Abstract

This work illustrates a novel two-layer version of the sliding–stretching isolator recently proposed in the literature to protect buildings and infrastructure from seismic waves. Such a device has a biomimetic character and is formed by rigid members mimicking the role played by human arms and legs when walking or running, and deformable membranes referred to as tendons. It tunes the elongation and contraction of the tendons to recenter the system and to safely avoid resonance of the system with earthquake frequencies. The paper illustrates how is possible to generalize the mechanical model of the one-layer isolator (SSI1) formulated in previous studies to account for the presence of the second layer (SSI2 system). The two-layer device doubles the lateral displacement capacity of the system, while keeping the footprint of the device fixed. Shake-table tests on reduced-scaled SSI2 prototypes are employed to derive the constitutive parameters of the proposed mechanical model and to experimentally validate it. The given results demonstrate that SSI2 systems pave the way to real-life applications of sliding–stretching isolators in multistory buildings.

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference37 articles.

1. State of art in the worldwide evolution of base isolation design;Guidi;Soil Dyn. Earthq. Eng.,2019

2. Seismic floor isolation using recycled tires for essential buildings in developing countries;Morales;Bull. Earthq. Eng.,2018

3. Evaluating adaptive vertical seismic isolation for equipment in nuclear power plants;Najafijozani;Nucl. Eng. Des.,2020

4. Using seismic isolation to reduce risk and capital cost of safety-related nuclear structures;Yu;Nucl. Eng. Des.,2018

5. Wang, Y., and Ibarra, L. (2015, January 10–14). Seismically optimization of modified base-isolated systems for next generation nuclear structures. Proceedings of the 23rd Conference on Structural Mechanics in Reactor Technology, Manchester, UK.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3