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contributor authorShenlei Cui
contributor authorMichel Bruneau
contributor authorAmarnath Kasalanati
date accessioned2017-05-08T21:59:05Z
date available2017-05-08T21:59:05Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29st%2E1943-541x%2E0000226.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68073
description abstractTo investigate the mechanical behavior of bidirectional spring units used as isolators in a kind of isolated floor system, three types of characterization tests were conducted—from spring components alone to the complete spring unit in its implemented configuration. The test results show that the behavior of the springs and spring units is stable when subjected to cyclic repeated motions, and is not sensitive to the velocity of motion. The hysteretic behavior of the spring units was found to be unconventional, with bilinear and different ascending (loading) and descending (unloading) branches. Based on the experimental behavior, a physical model was developed to replicate the unique behavior of such bidirectional spring units. Good agreement was found from the comparison between the results from the physical model and the corresponding tests. Finally, a sensitivity study, with respect to the model’s four primary defining parameters, shows that this physical model is more sensitive to the sliding friction coefficient between the spring cable and the bushing in the spring unit than to the other three parameters.
publisherAmerican Society of Civil Engineers
titleBehavior of Bidirectional Spring Unit in Isolated Floor Systems
typeJournal Paper
journal volume136
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000187
treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008
contenttypeFulltext


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