Shake table tests of steel moment resisting frame with self-centering SMA-based isolators

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-06-28 DOI:10.1002/eqe.4183
Jiahao Huang, Songye Zhu, Bin Wang, Zhi-peng Chen
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Abstract

This paper investigates a steel moment resisting frame (MRF) with a novel type of self-centering (SC) base isolators, wherein superelastic shape memory alloy (SMA) U-shaped dampers (SMAUDs) work as core components. A two-story steel MRF model equipped with two SMAUD-based isolators was designed and built in the laboratory, and a series of shake table tests were conducted to examine the dynamic behavior and seismic performance of the frame. Throughout all the tests, no interventions, such as repair or replacement of frame or isolator members, were done. Shake table test results demonstrated that the SMAUD-based isolators could withstand multiple strong earthquakes with stable SC behavior. The utilization of SMAUD-based isolators provided effective protection for the frame, enabling it to restore its original position with minimal structural damage. A numerical model of the tested steel MRF with SMAUD-based isolators was also built. The results obtained from the numerical analyses agreed with those of the shake table tests satisfactorily. A comparative study of the seismic performance between the MRF with SMAUD-based isolators and the MRF with traditional steel U-shaped damper-based isolators was also conducted in the shake table tests. The results showed that SMAUD-based isolators not only inherit the isolation function of conventional isolators to protect the frame but also possess an SC ability to eliminate residual isolator deformation effectively. Moreover, SMAUD-based isolators demonstrate remarkable resilience to withstand multiple strong seismic events without any need for repair or replacement.

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带自定心 SMA 型隔振器的钢制抗弯框架振动台试验
本文研究了一种带有新型自定心(SC)底座隔震器的钢制弯矩抵抗框架(MRF),其中超弹性形状记忆合金(SMA)U 型阻尼器(SMAUD)是核心部件。在实验室中设计并建造了一个配备两个基于 SMAUD 的隔震器的两层钢 MRF 模型,并进行了一系列振动台试验,以检验框架的动态行为和抗震性能。在整个测试过程中,没有进行任何干预,如修复或更换框架或隔震构件。振动台试验结果表明,基于 SMAUD 的隔震装置可以承受多次强烈地震,并具有稳定的 SC 性能。基于 SMAUD 的隔震装置为框架提供了有效的保护,使其能够在结构损伤最小的情况下恢复到原来的位置。此外,还建立了带 SMAUD 基隔震层的钢 MRF 试验数值模型。数值分析的结果与振动台试验的结果完全一致。在振动台试验中,还对装有 SMAUD 型隔震器的 MRF 和装有传统 U 型钢阻尼器型隔震器的 MRF 的抗震性能进行了比较研究。结果表明,基于 SMAUD 的隔震器不仅继承了传统隔震器保护框架的隔震功能,还具有有效消除隔震器残余变形的 SC 能力。此外,基于 SMAUD 的隔震器还表现出卓越的弹性,可承受多次强震事件,而无需进行任何维修或更换。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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