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A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading

机译:单轴和双轴荷载下RC柱能量耗散和等效黏性阻尼的比较分析

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摘要

The hysteretic behaviour of RC columns has been object of many experimental studies over the past years. However, the majority of these studies are focused on unidirectional loading. An experimental program was carried out where 24 columns were tested for different loading histories, under uniaxial and biaxial conditions. The experimental results are presented in this paper and are discussed in terms of global column behaviour, and particularly with regards to energy dissipation and damping capacity. The energy dissipation capacity of the columns was evaluated in terms of cumulative dissipated energy, comparing uniaxial and biaxial test results, and individual cycle dissipated energy. Ultimately, an equation relating the normalised dissipated energy with the displacement ductility is proposed. The equivalent viscous damping was analysed by comparing the uniaxial with biaxial test results, demonstrating the high influence of the load path in the biaxial response of RC columns. Proposals for estimating the equivalent viscous damping given by other authors are compared with the experimental results. Finally, simplified expressions are proposed to estimate equivalent viscous damping in RC columns under biaxial loading.
机译:在过去的几年中,RC柱的滞后行为一直是许多实验研究的对象。但是,这些研究大多数集中在单向载荷上。进行了一个实验程序,其中在单轴和双轴条件下测试了24根色谱柱的不同加载历史。实验结果在本文中进行了介绍,并根据整体柱的性能进行了讨论,特别是在能量耗散和阻尼能力方面。根据累积耗散能量,比较单轴和双轴测试结果以及各个周期的耗散能量来评估柱的耗能能力。最终,提出了将归一化的耗散能量与位移延性联系起来的方程。通过将单轴测试结果与双轴测试结果进行比较,分析了等效粘性阻尼,表明了荷载路径对RC柱双轴响应的巨大影响。将估算其他作者的等效粘性阻尼的建议与实验结果进行了比较。最后,提出了简化表达式来估算双轴荷载下RC柱的等效粘性阻尼。

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