Characterization and Modeling of the In-Plane Multi-directional Behavior of a Rolling Pendulum Isolation System

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Earthquake Engineering & Structural Dynamics Pub Date : 2026-10-12 Epub Date: 2026-08-05 DOI:10.1002/eqe.70268
Esteban Villalobos Vega, Philip S. Harvey Jr., James M. Ricles, Liang Cao, Thomas M. Marullo
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Abstract

The social and economic losses caused by an earthquake can be mitigated by using a rolling pendulum (RP) isolation system to protect vital non-structural building contents. In this paper, a physics-based mathematical model for an RP bearing—as well as an isolation systems comprised of these bearings—is derived. An experimental campaign for multi-directional characterization of RP isolators was conducted. A single, full-scale (four RP bearings) isolation system was tested. These tests were performed using an in-plane multi-directional shake table. Restoring forces and moments were measured by restraining the top of the isolation system from moving horizontally by using three struts with uniaxial load cells. Controlled-displacement characterization tests were defined to capture the envelope performance of the isolation system subjected to a variety of multi-directional conditions, by specifying combinations of slow and fast tests, various in-plane ( X $X$ , Y $Y$ , and θ $\theta$ ) amplitudes and frequencies, and different orbits. The experimental results were used to calibrate and validate the mathematical model.

摆摆隔振系统面内多向特性的表征与建模
通过使用滚动摆(RP)隔震系统来保护重要的非结构性建筑物,可以减轻地震造成的社会和经济损失。本文推导了RP轴承以及由这些轴承组成的隔振系统的物理数学模型。对RP隔离器进行了多向表征实验。对单个全尺寸(四个RP轴承)隔离系统进行了测试。这些试验是使用平面内多向振动台进行的。恢复力和力矩是通过使用带有单轴测力元件的三个支柱来抑制隔离系统顶部水平移动来测量的。通过指定慢速和快速测试组合、各种平面内(X$ X$、Y$ Y$和θ $\theta$)振幅和频率以及不同轨道,定义了控制位移特性测试,以捕获隔离系统在各种多向条件下的包络性能。实验结果用于标定和验证数学模型。
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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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