Show simple item record

dc.contributor.authorMontoya-Rincon, Juan P.
dc.contributor.authorGonzalez-Cruz, Jorge E.
dc.contributor.authorJensen, Michael P.
dc.date.accessioned2023-11-29T19:38:07Z
dc.date.available2023-11-29T19:38:07Z
dc.date.copyright8/4/2023 12:00:00 AM
dc.date.issued8/4/2023 12:00:00 AM
dc.date.issued2023-08-04
dc.identifier.issn2332-9017
dc.identifier.otherrisk_009_03_031106.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294916
dc.description.abstractThe power transmission infrastructure is vulnerable to extreme weather events, particularly hurricanes and tropical storms. A recent example is the damage caused by Hurricane Maria (H-Maria) in the archipelago of Puerto Rico in September 2017, where major failures in the transmission infrastructure led to a total blackout. Numerous studies have been conducted to examine strategies to strengthen the transmission system, including burying the power lines underground or increasing the frequency of tree trimming. However, few studies focus on the direct hardening of the transmission towers to accomplish an increase in resiliency. This machine learning-based study fills this need by analyzing three direct hardening scenarios and determining the effectiveness of these changes in the context of H-Maria. A methodology for estimating transmission tower damage is presented here as well as an analysis of impact of replacing structures with a high failure rate with more resilient ones. We found the steel self-support-pole to be the best replacement option for the towers with high failure rate. Furthermore, the third hardening scenario, where all wooden poles were replaced, exhibited a maximum reduction in damaged towers in a single line of 66% while lowering the mean number of damaged towers per line by 10%.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleEvaluation of Power Transmission Lines Hardening Scenarios Using a Machine Learning Approach
dc.typeJournal Paper
dc.journal.volume9
dc.journal.issue3
dc.journal.titleASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
dc.identifier.doi10.1115/1.4063012
dc.journal.fristpage31106-1
dc.journal.lastpage31106-7
dc.page7
dc.treeASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg:;2023:;volume( 009 ):;issue: 003
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record