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contributor authorJon Bender; Arvin Farid
date accessioned2019-03-10T12:00:38Z
date available2019-03-10T12:00:38Z
date issued2019
identifier other%28ASCE%29CF.1943-5509.0001286.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254632
description abstractLarge power transformers are both expensive and vulnerable to seismic failure. Excessive amplification of earthquake loading to power-transformer bushings beyond the bushings’ rated strength can occur if the system’s structural dynamics produce unpredictable and unfavorable resonance behavior. Determining the degree of vulnerability to large seismic amplifications is not straightforward, and general design recommendations do not always resolve problems that can potentially arise. This paper considers a number of case studies in an attempt to postulate a set of critical factors that might facilitate better prediction of bushing amplification. Furthermore, several additional case studies are summarized in order to add to the evaluated data set and provide more validity for drawing broader conclusions.
publisherAmerican Society of Civil Engineers
titlePredicting Power-Transformer Bushings’ Seismic Vulnerability Mounting Stiffness and Coupling
typeJournal Paper
journal volume33
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001286
page04019023
treeJournal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 003
contenttypeFulltext


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