采用质量填充的独立式人工制品的抗震性能

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Baofeng Huang, Yang Tian, Jiahan Liu, Jianhong Liu
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引用次数: 0

摘要

独立式文物是文化遗产的载体,应尽量避免地震破坏。通过填充体降低重心的抗震措施尚未得到很好的研究。以一个陶瓷花瓶为典型的人工制品,分析了CG的位置与填充材料之间的相关性,确定了铅珠作为实验和分析研究的候选材料。建立了有质量填充和无质量填充花瓶的矩形刚性块模型,进行了摇晃分析。在有和没有质量填充的花瓶上进行了比较自由摇摆和振动台试验。质量填充降低了恢复系数、自由摇摆时间和四分之一周期,增加了阻尼比。在花瓶的比较振动台测试中,使用了一座七层建筑的仪器地震记录。与空瓶相比,填充质量显著降低了旋转和位移幅值,而加速度幅值的降低并不明显。各试验系列的实验结果与计算结果一致。利用振动台试验结果构建了脆性曲线。分析结果是利用建筑物所经历的附加仪器地震记录获得的。在给定峰值底板加速度的情况下,充瓶的失效概率比空瓶的失效概率要小。故事级别对失败概率的影响不显著。本研究对建筑物和其他非结构构件中各种独立构件的抗震设计具有一定的指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic Mitigation of Freestanding Artifacts With Mass Filling

Freestanding artifacts are carriers of cultural heritage, and earthquake damage should be avoided as much as possible. Seismic mitigation measures for lowering the center of gravity (CG) by filling a mass have not been well investigated. Using a ceramic vase as a typical artifact object, the correlations between the location of the CG and the filling material were analyzed, and lead beads were determined to be the candidate material for the experimental and analytical investigations. Rectangular rigid block models of the vase with and without mass filling were constructed for rocking analysis. Comparative free-rocking and shaking-table tests were performed on vases with and without mass filling. Mass filling can reduce the coefficient of restitution, free-rocking time duration, and quarter period while increasing the damping ratio. Instrumented earthquake records from a seven-story building were employed in the comparative shake table tests of the vases. The filling mass considerably reduced the rotation and displacement amplitudes compared with those of the empty vase, whereas the reduction in the acceleration amplitude was not as apparent. The experimental and computational results for each test series were identical. Fragility curves were constructed using the shaking-table testing results. Analytical results were obtained utilizing additional instrumented earthquake records experienced by the building. Given the peak floor acceleration, the probability of failure of the filled vase was reduced compared with that of the empty vase. The effect of the story level on the probability of failure was not prominent. This study is advantageous for the seismic mitigation of various freestanding artifacts in buildings and other nonstructural components.

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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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