Testing an Open-Space Damping System
Publication: Journal of Structural Engineering
Volume 143, Issue 9
Abstract
The open-space damping system has been developed to preserve open space within the frame of its installation. An earlier paper by the authors described its function, presented a theory to describe its behavior, and presented computational models to verify the theory. This paper describes an experimental study of a large-scale model with the open-space damping system that is used to acquire data for validating the developed analytical and computational models. Testing consisted of (1) a single portal frame tested under imposed lateral motion, and (2) a single story 146 kN model tested on an earthquake simulator under seismic excitation. Two different configurations of the open-space system (plus a third variant of one of the two) in three different structural system configurations were tested. The tests demonstrate the increase in damping provided by the damping system. Comparisons of experimental results (in terms of structural drift, floor accelerations, and force-displacement loops) to results obtained by computational tools demonstrate the validity of the computational model.
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Acknowledgments
The authors acknowledge the financial support by the Turkish Government in terms of a scholarship (stipend and tuition) for graduate studies to the first author. This support is greatly appreciated. Moreover, the authors are grateful to Mr. Douglas P. Taylor and Mr. John Metzger of Taylor Devices, Inc., North Tonawanda, New York, for their support of the work in the development of the open-space damping system and for many inspiring discussions. The cost of the steel model used in the testing was paid by Taylor Devices, Inc.
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©2017 American Society of Civil Engineers.
History
Received: Sep 9, 2016
Accepted: Jan 13, 2017
Published online: Apr 25, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 25, 2017
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