Esteban Villalobos Vega, Philip S. Harvey Jr., James M. Ricles, Liang Cao, Thomas M. Marullo
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引用次数: 0
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 (, , and ) amplitudes and frequencies, and different orbits. The experimental results were used to calibrate and validate the mathematical model.
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.