Investigating Large-Scale Tuned Liquid Dampers through Real-Time Hybrid Simulations

Author:

Ashasi Sorkhabi Ali1,Qiu Barry2,Mercan Oya2

Affiliation:

1. BBA Consultants, 99 Great Gulf Dr Unit #2, Concord, ON L4K 5W1, Canada

2. Department of Civil Engineering, University of Toronto, 35 St. George Street, Toronto, ON M5S 1A4, Canada

Abstract

As buildings become taller and slenderer, managing their vibrational response and mitigating it pose significant challenges in design. Tuned liquid dampers (TLDs) are liquid (usually water)-filled tanks that can mitigate structural vibrations by leveraging the sloshing motion of the contained fluid. However, the dynamic behavior of TLDs and their interaction with structures is complex. While most research on TLDs has focused on mitigating wind-induced vibrations, less attention has been paid to their seismic control of structural responses. Moreover, existing literature on the experimental research involving TLDs mostly pertains to small-scale models. This study aims to experimentally explore the effectiveness of large-scale TLDs in mitigating vibrations in both linear and nonlinear structures under seismic loads. A real-time hybrid simulation is employed as the experimental method, where only the TLD is physically constructed and tested, while the rest of the system is simulated numerically in a coupled manner, allowing for obtaining the dynamic response of the structure equipped with the TLD in real time. This approach offers the flexibility to significantly scale up the TLD size for physical testing while exploring various TLD-structure scenarios by numerically adjusting the structural properties within the simulation.

Funder

Natural Sciences and Engineering Research Council

Publisher

MDPI AG

Reference43 articles.

1. Integrated vibration control and health monitoring of building structures using semi-active friction dampers: Part I—Methodology;Xu;Eng. Struct.,2008

2. Parametric studies on tuned liquid damper (TLD) using circular containers by free-oscillation experiments;Fujino;Doboku Gakkai Ronbunshu,1988

3. Tamura, Y., Fujii, K., Sato, T., Wakahara, T., and Kosugi, M. (1988, January 16–18). Wind-induced vibration of tall towers and practical applications of tuned sloshing dampers. Proceedings of the Workshop on Serviceability of Buildings (Movements, Deformations, Vibrations), Ottawa, ON, Canada.

4. Seismic behavior of reinforced concrete frame with added visco-elastic dampers;Shen;En-Gineering Struct.,1995

5. Shape optimization of metallic yielding devices for passive mitigation of seismic energy;Ghabraie;Eng. Struct.,2010

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