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    Structural Observations and Tornado Damage Mitigation Concepts: March 2020 Tennessee Tornadoes

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 002::page 05021001-1
    Author:
    Craig Henderson
    ,
    Tim Huff
    ,
    Gary Bouton
    DOI: 10.1061/(ASCE)SC.1943-5576.0000571
    Publisher: ASCE
    Abstract: Early in the morning of March 3, 2020, a storm system producing multiple tornadoes passed through middle Tennessee. One of the tornadoes—touching down in Cookeville and Putnam County—was classified as an EF4 with winds of approximately 282 km/h (175 mph). Damage observations after the tornado in Cookeville suggest that modifications to certain common construction practices might significantly enhance resistance to extreme wind forces. This paper provides recommendations for improving strength and resiliency within residential structures, particularly in four critical areas: (1) stiffness and strength of gable trusses, (2) wall-to-floor connections, (3) sill plate anchorage, and (4) shear and tensile capacity at interior foundation piers. Though improvements to construction practices are unlikely to eliminate damage to residential structures, such measures may well mitigate damage and extend the time between onset of the extreme forces and final damage or collapse.
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      Structural Observations and Tornado Damage Mitigation Concepts: March 2020 Tennessee Tornadoes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270258
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    • Journal of Structural Design and Construction Practice

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    contributor authorCraig Henderson
    contributor authorTim Huff
    contributor authorGary Bouton
    date accessioned2022-01-31T23:44:07Z
    date available2022-01-31T23:44:07Z
    date issued5/1/2021
    identifier other%28ASCE%29SC.1943-5576.0000571.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270258
    description abstractEarly in the morning of March 3, 2020, a storm system producing multiple tornadoes passed through middle Tennessee. One of the tornadoes—touching down in Cookeville and Putnam County—was classified as an EF4 with winds of approximately 282 km/h (175 mph). Damage observations after the tornado in Cookeville suggest that modifications to certain common construction practices might significantly enhance resistance to extreme wind forces. This paper provides recommendations for improving strength and resiliency within residential structures, particularly in four critical areas: (1) stiffness and strength of gable trusses, (2) wall-to-floor connections, (3) sill plate anchorage, and (4) shear and tensile capacity at interior foundation piers. Though improvements to construction practices are unlikely to eliminate damage to residential structures, such measures may well mitigate damage and extend the time between onset of the extreme forces and final damage or collapse.
    publisherASCE
    titleStructural Observations and Tornado Damage Mitigation Concepts: March 2020 Tennessee Tornadoes
    typeJournal Paper
    journal volume26
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000571
    journal fristpage05021001-1
    journal lastpage05021001-7
    page7
    treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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