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contributor authorP. S. Harvey
date accessioned2017-12-30T12:53:44Z
date available2017-12-30T12:53:44Z
date issued2016
identifier other%28ASCE%29EM.1943-7889.0001017.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243046
description abstractRolling isolation systems (RISs) have been used extensively to protect bridges, buildings, and equipment from earthquake-induced ground and floor motions. RISs are attractive in a performance-based design context because horizontal acceleration design requirements may easily be met by adjusting the slope of the rolling surface. However, in the process of reducing horizontal accelerations, the isolator transmits vertical accelerations due to the pendulumlike motion. These vertical accelerations may exceed tolerable limits if left unchecked. In this study, the influence of the rolling surface profile on peak vertical accelerations is assessed through experiments and simulations. RISs with different radii of curvature are fabricated and then tested for a wide range of ground-motion frequencies and amplitudes. The experiments and simulations show that vertical accelerations are not negligible and should not be ignored in the design of RISs.
publisherAmerican Society of Civil Engineers
titleVertical Accelerations in Rolling Isolation Systems: Experiments and Simulations
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001017
page04015091
treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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