Amplified viscously damped coupling beam (AVDCB): A high-efficiency seismic damping solution for coupled wall structures

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Zheng Luo , Jianyang Xue , Yan Sui , Chengyu Bai , Liangjie Qi , Hong Pan
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Abstract

This paper introduces a fully open-space damping amplification scheme, the Amplified Viscously Damped Coupling Beam (AVDCB). The AVDCB integrates a lever-arm amplifier into a standard viscous damped coupling beam (VDCB), utilizing a leverage ratio as a controllable amplification factor to enhance the damper performance during earthquakes. Dynamic cyclic loading tests are performed on both AVDCB and VDCB specimens to assess their hysteretic behavior. Numerical models, validated against experimental data, are developed, and a parametric study examines the impact of amplification factors and damper parameters on the AVDCB’s performance enhancement relative to the VDCB. Seismic response and damage mitigation of AVDCB are further assessed through time-history analysis of a 20-story building. The results show that the AVDCB significantly increases viscous damper deformation and velocity, leading to a marked increase in shear force and energy dissipation compared to the VDCB with identical dampers. The amplification effect of AVDCB is most pronounced when higher amplifier’s amplification factors and damper’s damping exponents are employed, although excessively high damping exponents may lead to excessive outputs under intense shaking. The equivalent relationship between the AVDCB and VDCB is established through an energy dissipation equilibrium, revealing that the AVDCB achieves seismic mitigation more efficiently than VDCB by using smaller damper sizes. A case study shows that AVDCB, compared to conventional RC coupling beams, reduces peak roof acceleration by over 50 %, and both base shear and structural deformation by more than 35 % under frequent-level earthquakes. Under rare-level earthquakes, base shear and structural deformation are reduced by over 24 %, providing significant damage protection. This highlights that the proposed AVDCB offers a highly efficient and space-friendly solution for improving seismic resilience of coupled wall structures.
放大粘性阻尼耦合梁(AVDCB):一种用于耦合墙结构的高效地震阻尼解决方案
本文介绍了一种全开空间阻尼放大方案——放大粘性阻尼耦合梁。AVDCB将杠杆臂放大器集成到标准粘性阻尼耦合梁(VDCB)中,利用杠杆比作为可控放大因子来增强地震时的阻尼器性能。对AVDCB和VDCB试件进行了动态循环加载试验,以评估其滞回性能。根据实验数据建立了数值模型,并进行了参数化研究,考察了放大系数和阻尼器参数对AVDCB相对于VDCB性能增强的影响。通过对一栋20层建筑的时程分析,进一步评估了AVDCB的地震反应和减损效果。结果表明,与相同阻尼器的VDCB相比,AVDCB显著增加了粘性阻尼器的变形和速度,导致剪切力和能量耗散显著增加。当采用较高的放大器放大系数和阻尼器阻尼指数时,AVDCB的放大效果最为明显,但过高的阻尼指数可能导致在剧烈振动下输出过大。通过能量耗散平衡建立了AVDCB与VDCB的等效关系,表明AVDCB比VDCB使用更小的阻尼器来达到更有效的抗震效果。实例研究表明,与传统RC耦合梁相比,AVDCB在频繁地震下可将峰值屋顶加速度降低50% %以上,将基础剪切和结构变形降低35% %以上。在罕见级别的地震下,基底剪切和结构变形减少了24% %以上,提供了显著的损害保护。这表明,AVDCB为提高耦合墙结构的抗震能力提供了一种高效、空间友好的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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