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    Investigation, Analysis, and Treatment Testing for the Mission Church, Tumacácori National Historical Park

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 001
    Author:
    David Woodham
    ,
    Carlo Citto
    ,
    Douglas W. Porter
    ,
    Angelyn Bass
    ,
    Ronald W. Anthony
    DOI: 10.1061/(ASCE)AE.1943-5568.0000383
    Publisher: ASCE
    Abstract: The adobe mission church (circa 1801) at Tumacácori National Historical Park in Arizona was damaged in an intense winter storm in 2010. To mitigate the damage and to address building envelope vulnerabilities, investigators completed a study of the hygrothermal behavior of the dome, including characterization of soluble salts and environmental conditions that result in salt damage, identification of structural and seismic vulnerabilities, performance testing (lab and in situ) of lime-based renders for exterior surfaces of the church, and an assessment of structural wood. Hygrothermal modeling of the dome indicates that heavy rain events that occur every 5–10 years result in moisture infiltration and damage to the decorated plasters on the dome interior. The structural assessment identified conditions requiring repair, strengthening, and/or improvements that will result in improved ductility of building assemblies. The wood assessment identified species and grade of structural wood members that require repair, reinforcement, or replacement for developing seismic retrofit designs. Natural hydraulic lime (NHL)–based stuccos offer the best combination of performance properties, resistance to erosion, low absorption and debonding, and acceptable flexural strength and water vapor transmission.
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      Investigation, Analysis, and Treatment Testing for the Mission Church, Tumacácori National Historical Park

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268275
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    • Journal of Architectural Engineering

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    contributor authorDavid Woodham
    contributor authorCarlo Citto
    contributor authorDouglas W. Porter
    contributor authorAngelyn Bass
    contributor authorRonald W. Anthony
    date accessioned2022-01-30T21:28:44Z
    date available2022-01-30T21:28:44Z
    date issued3/1/2020 12:00:00 AM
    identifier other%28ASCE%29AE.1943-5568.0000383.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268275
    description abstractThe adobe mission church (circa 1801) at Tumacácori National Historical Park in Arizona was damaged in an intense winter storm in 2010. To mitigate the damage and to address building envelope vulnerabilities, investigators completed a study of the hygrothermal behavior of the dome, including characterization of soluble salts and environmental conditions that result in salt damage, identification of structural and seismic vulnerabilities, performance testing (lab and in situ) of lime-based renders for exterior surfaces of the church, and an assessment of structural wood. Hygrothermal modeling of the dome indicates that heavy rain events that occur every 5–10 years result in moisture infiltration and damage to the decorated plasters on the dome interior. The structural assessment identified conditions requiring repair, strengthening, and/or improvements that will result in improved ductility of building assemblies. The wood assessment identified species and grade of structural wood members that require repair, reinforcement, or replacement for developing seismic retrofit designs. Natural hydraulic lime (NHL)–based stuccos offer the best combination of performance properties, resistance to erosion, low absorption and debonding, and acceptable flexural strength and water vapor transmission.
    publisherASCE
    titleInvestigation, Analysis, and Treatment Testing for the Mission Church, Tumacácori National Historical Park
    typeJournal Paper
    journal volume26
    journal issue1
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000383
    page12
    treeJournal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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