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contributor authorLiang Cao
contributor authorSimon Laflamme
contributor authorDouglas Taylor
contributor authorJames Ricles
date accessioned2017-12-30T13:01:01Z
date available2017-12-30T13:01:01Z
date issued2016
identifier other%28ASCE%29ST.1943-541X.0001580.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244542
description abstractThis paper investigates the performance of a novel semiactive damping device at mitigating nonsimultaneous multihazard loads. The device, termed modified friction device (MFD), has been previously proposed by the authors. It consists of a variable friction system based on automotive drum brake technology. The device has been demonstrated in a laboratory environment, and its dynamic behavior has been modeled. This model is used to conduct numerical simulations on two representative structures, one short building located in Japan and the other tall building located in Boston, MA. Simulated hazards include wind, blast, and seismic loads. Various control cases are considered, including semiactive control under five different sets of control weights, and passive viscous and passive friction to benchmark performance. Results show that the semiactive control cases outperforms all of the other cases for the vast majority of hazards and performance indices, provided that the right control weights are utilized.
publisherAmerican Society of Civil Engineers
titleSimulations of a Variable Friction Device for Multihazard Mitigation
typeJournal Paper
journal volume142
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001580
pageH4016001
treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
contenttypeFulltext


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