Shaking table test of a frame structure with phononic-like crystal polymer concrete seismic mitigation raft foundation

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Shuting Liang , Yuanyuan Sun , Xiaojun Zhu , Linchang Miao , Zhongzhen Xie , Jian Yang
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引用次数: 0

Abstract

This study introduces a novel base mitigation system leveraging the concept of metamaterials, which encapsulates metal spheres (scatterers) within a flexible wrapping layer and then embeds them in cement mortar (matrix). Such materials hold significant potential in applications including energy dissipation and seismic mitigation, explosion shielding, and impact resistance. However, the seismic mitigation performance of this materials in building structures remains to be investigated. A seismic mitigation raft foundation made of phononic-like crystal polymer concrete is proposed in this paper. To investigate the seismic mitigation mechanism of the novel raft foundation, two 1/5-scale reinforced concrete (RC) frame structures with four stories and two bays are subjected to shaking table tests, systematically analyzing structural responses and failure patterns under seismic excitation. Among them, one structure is equipped with a phononic-like crystal RC raft foundation (PC frame), while the other uses an ordinary concrete raft foundation (OC frame). This paper mainly summarizes the phenomena observed from the shaking table test, such as the evolution of damage, dynamic characteristics and seismic responses. Then, a seismic mitigation ratio is proposed as an evaluation index to assess the seismic mitigation effect of the phononic-like crystal polymer concrete raft foundation. The results reveal that the PC frame structure exhibits reduced structural damage and attenuated seismic responses compared to the OC frame structure, indicating that the significant seismic performance enhancement achieved through the implementation of the phononic-like crystal polymer concrete raft foundation. Furthermore, this innovative raft foundation demonstrates superior seismic mitigation performance, particularly when subjected to ground motions with more high-frequency components.
类声子晶体聚合物混凝土减震筏基础框架结构振动台试验
本研究引入了一种利用超材料概念的新型基底缓解系统,该系统将金属球体(散射体)封装在柔性包裹层中,然后将其嵌入水泥砂浆(基质)中。这种材料在能量耗散和抗震、防爆屏蔽和抗冲击等应用方面具有巨大的潜力。然而,这种材料在建筑结构中的抗震性能仍有待研究。提出了一种由类声子晶体聚合物混凝土制成的抗震筏板基础。为研究新型筏板基础的抗震机理,对2个1/5比例的4层2槽钢筋混凝土框架结构进行了振动台试验,系统分析了结构在地震作用下的响应和破坏模式。其中一种结构采用类声子晶体RC筏基础(PC框架),另一种结构采用普通混凝土筏基础(OC框架)。本文主要总结了振动台试验中观察到的损伤演化、动力特性和地震反应等现象。在此基础上,提出了减震率作为评价类声子晶体聚合物混凝土筏板基础减震效果的评价指标。结果表明,与普通混凝土框架结构相比,PC框架结构的结构损伤更小,地震反应更弱,这表明通过实施类声子晶体聚合物混凝土筏板基础,其抗震性能得到了显著提高。此外,这种创新的木筏基础具有卓越的抗震性能,特别是在受到高频地面运动的影响时。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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