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contributor authorAhmed Ghith
contributor authorMohamed Ezzeldin
contributor authorMichael Tait
contributor authorWael El-Dakhakhni
date accessioned2019-09-18T10:37:53Z
date available2019-09-18T10:37:53Z
date issued2019
identifier other%28ASCE%29ST.1943-541X.0002341.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259593
description abstractAuxiliary batteries and battery rack systems are widely used as a risk mitigation strategy in several critical facilities to supply power following loss of external power from the grid. Although these systems might fail during earthquakes, causing cascading catastrophic economic and life losses, they have received little attention in terms of investigating their seismic performance. However, after recent extreme events (e.g., the Fukushima nuclear disaster), such risk mitigation systems have been attracting more attention to ensure their functionality during extreme events. This paper investigates the seismic performance and modes of failure of battery rack systems that are currently used in several critical facilities. Shake table tests were performed at different ground motion levels, following the recommendations of the FEMA 461 guidelines. The results demonstrated that the design guidelines and fragility curves currently assigned to battery rack systems in the FEMA P-58 prestandards do not encompass all possible failure mechanisms. This paper not only enlarges the experimental database of the seismic performance of battery rack systems, but also facilitates the adoption of these systems within the next generation of performance-based seismic design standards.
publisherAmerican Society of Civil Engineers
titleShake Table Seismic Performance Assessment of Auxiliary Battery Power Systems Using the FEMA 461 Protocol
typeJournal Paper
journal volume145
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002341
page04019080
treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
contenttypeFulltext


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