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dc.contributor.authorJacob Stolle
dc.contributor.authorIoan Nistor
dc.contributor.authorNils Goseberg
dc.contributor.authorEmil Petriu
dc.date.accessioned2022-01-30T19:09:03Z
dc.date.available2022-01-30T19:09:03Z
dc.date.issued2020
dc.identifier.other%28ASCE%29WW.1943-5460.0000546.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264748
dc.description.abstractVideo footage from the 2004 Indian Ocean and 2011 Tohoku tsunamis showed large quantities of debris entrained within the inundating flows. Such extreme debris conditions can lead to a high probability for multiple impacts on structures particularly in built-in coastal communities. In the current North American design guidelines and standards, common methods of addressing debris impact loads have focused on a single debris impacting a structure. Hence, the study presented herein examines the mechanisms and consequences of multiple debris impacting a structure simultaneously. The experiments consisted of examining several impact conditions for free-floating debris in a dam-break wave, similar to a broken tsunami wave advancing inland, and classifying each impact based on the debris configuration as well as the number of debris impacting the structure. The debris were modeled as scaled-down (1:40 scale) shipping containers. The number of debris and hydrodynamic forcing conditions were varied to investigate a wide range of impact conditions. The results of this study showed that an increase in the number of impacting debris resulted in an increase in the measured impact load. To aid in the consideration of multiple debris impact in future design standards, a methodology that would complement the framework of the single-degree-of-freedom impact model is proposed.
dc.publisherASCE
dc.titleMultiple Debris Impact Loads in Extreme Hydrodynamic Conditions
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000546
dc.page04019038
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
dc.contenttypeFulltext


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