Retesting 3D Viscoelastic Fluid Dampers After 36 Years of Storage

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Earthquake Engineering & Structural Dynamics Pub Date : 2026-09-08 Epub Date: 2026-07-14 DOI:10.1002/eqe.70235
Ajaykumar D. Patel, Andrew S. Whittaker, Michael C. Constantinou
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引用次数: 0

Abstract

A first-generation three-dimensional (3D) viscoelastic fluid damper (VED) consists of a cylindrical piston immersed in a vessel containing a highly viscous fluid. It dissipates energy through shearing, tensile, and compressive deformations of the fluid as the piston moves in the horizontal and vertical directions. To characterize the dynamic response of the damper for vibration and seismic isolation applications, four 3D VEDs and their fluids were tested in 1989. The same four VEDs were disassembled and retested in 2025 after 36 years of storage in a basement. Rheological testing of the fluids and mechanical testing of the VEDs, conducted using the 1989 protocols, revealed no meaningful change in either the fluid properties or the force-displacement hysteretic response. These findings demonstrate the long-term stability of this VED and fluid, supporting its use for vibration and seismic isolation.

3D粘弹性流体阻尼器在储存36年后重新测试
第一代三维(3D)粘弹性流体阻尼器(VED)由一个圆柱形活塞浸入含有高粘性流体的容器组成。当活塞在水平和垂直方向上运动时,它通过流体的剪切、拉伸和压缩变形来耗散能量。为了表征减振器在隔振和隔震应用中的动态响应,1989年对4个3D ved及其流体进行了测试。在地下室存放了36年之后,同样的4台ved在2025年被拆解并重新测试。根据1989年的方案,对流体进行了流变学测试,并对ved进行了力学测试,结果显示,流体性质或力-位移滞后响应都没有发生有意义的变化。这些发现证明了该VED和流体的长期稳定性,支持其用于隔振和隔震。
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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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