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    Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001::page 04023193-1
    Author:
    Jadon Wagstaff
    ,
    Brennan Bean
    ,
    Jesse Wheeler
    ,
    Marc Maguire
    ,
    Yan Sun
    DOI: 10.1061/JSENDH.STENG-12396
    Publisher: ASCE
    Abstract: Recent amendments to design ground snow load requirements in current US standards have reduced the size of case-study regions by 91% from what they were in previous standards, primarily in western states. This reduction is made possible through the development of highly accurate regional generalized additive models (RGAMs), stitched together with a novel smoothing scheme implemented in the R software package remap, to produce the continental-scale maps of reliability-targeted design ground snow loads available in current standards. This approach allows for better characterizations of the changing relationship between temperature, elevation, and ground snow loads across the conterminous US (CONUS). RGAMs are shown to have 10% or better improvement in mean absolute mapping error in two independently created data sets when compared with traditional mapping techniques. Structures must be able to withstand environmental stresses without collapsing, including snow. Design ground snow loads are estimated using snow measurements taken at weather stations throughout the US. Mapping techniques allow design ground snow loads to be estimated at regions between weather stations. This paper describes a regional approach for mapping design ground snow loads in CONUS and demonstrates the improved accuracy of the approach, relative to previous methods, on two independently created national data sets.
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      Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296755
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    • Journal of Structural Engineering

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    contributor authorJadon Wagstaff
    contributor authorBrennan Bean
    contributor authorJesse Wheeler
    contributor authorMarc Maguire
    contributor authorYan Sun
    date accessioned2024-04-27T22:28:57Z
    date available2024-04-27T22:28:57Z
    date issued2024/01/01
    identifier other10.1061-JSENDH.STENG-12396.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296755
    description abstractRecent amendments to design ground snow load requirements in current US standards have reduced the size of case-study regions by 91% from what they were in previous standards, primarily in western states. This reduction is made possible through the development of highly accurate regional generalized additive models (RGAMs), stitched together with a novel smoothing scheme implemented in the R software package remap, to produce the continental-scale maps of reliability-targeted design ground snow loads available in current standards. This approach allows for better characterizations of the changing relationship between temperature, elevation, and ground snow loads across the conterminous US (CONUS). RGAMs are shown to have 10% or better improvement in mean absolute mapping error in two independently created data sets when compared with traditional mapping techniques. Structures must be able to withstand environmental stresses without collapsing, including snow. Design ground snow loads are estimated using snow measurements taken at weather stations throughout the US. Mapping techniques allow design ground snow loads to be estimated at regions between weather stations. This paper describes a regional approach for mapping design ground snow loads in CONUS and demonstrates the improved accuracy of the approach, relative to previous methods, on two independently created national data sets.
    publisherASCE
    titleAdaptive Mapping of Design Ground Snow Loads in the Conterminous United States
    typeJournal Article
    journal volume150
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12396
    journal fristpage04023193-1
    journal lastpage04023193-11
    page11
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001
    contenttypeFulltext
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