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    Tornado-Resistant Residential Design Using Experimentally Obtained Characteristic Strength Values for Cement-Stabilized Earthen Masonry

    Source: Journal of Architectural Engineering:;2019:;Volume (025):;issue:002
    Author:
    Ece Erdogmus;Brian Skourup;Eric Garcia;Fabio Matta
    DOI: doi:10.1061/(ASCE)AE.1943-5568.0000342
    Publisher: American Society of Civil Engineers
    Abstract: Compressed and stabilized earthen masonry (CSEM) offers a sustainable, affordable, and locally appropriate alternative to traditional residential construction. It provides a method that can enable the community to solve their own housing needs instead of aiding them just one time. While a significant amount of work has recently been done to engineer earthen masonry systems, research gaps remain. To address some of these research gaps, the goals of this paper include understanding the capacity of unreinforced and reinforced CSEM walls against extreme wind loads and developing a systematic approach to the schematic design of residential structures with safe rooms utilizing a combination of empirical data, statistical analysis, and available codes and standards. For this purpose, experimentally obtained compressive strength data for compressed and 10% cement-stabilized earth blocks, soil-based mortars, and CSEM assemblies are statistically analyzed. The test data are then benchmarked to a similar study with concrete masonry units and traditional mortars to understand the relative level of variability of CSEM assemblies and interactions of units and mortar in each type of masonry. After such analysis, the CSEM characteristic strength is computed statistically, following TMS 602 (specification for masonry structures) criteria for concrete and clay masonry. The characteristic strength is then used in the design of a conceptual single-family dwelling with a tornado-resistant safe room, assumed to be located in Winnebago, Nebraska. The site selection has a significance in that the Indian reservation in Winnebago is a plausible location for this technology’s future adoption due to their acute housing needs and the habitants’ open-minded approach to sustainable building design. The study’s findings indicate that with a proper recipe for the local soils, a good workmanship of CSEM components, and a careful design of the CSEM walls and connections, this technology can be utilized in a residence located in an area subject to tornadoes.
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      Tornado-Resistant Residential Design Using Experimentally Obtained Characteristic Strength Values for Cement-Stabilized Earthen Masonry

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4256944
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    contributor authorEce Erdogmus;Brian Skourup;Eric Garcia;Fabio Matta
    date accessioned2019-06-08T07:23:40Z
    date available2019-06-08T07:23:40Z
    date issued2019
    identifier other%28ASCE%29AE.1943-5568.0000342.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256944
    description abstractCompressed and stabilized earthen masonry (CSEM) offers a sustainable, affordable, and locally appropriate alternative to traditional residential construction. It provides a method that can enable the community to solve their own housing needs instead of aiding them just one time. While a significant amount of work has recently been done to engineer earthen masonry systems, research gaps remain. To address some of these research gaps, the goals of this paper include understanding the capacity of unreinforced and reinforced CSEM walls against extreme wind loads and developing a systematic approach to the schematic design of residential structures with safe rooms utilizing a combination of empirical data, statistical analysis, and available codes and standards. For this purpose, experimentally obtained compressive strength data for compressed and 10% cement-stabilized earth blocks, soil-based mortars, and CSEM assemblies are statistically analyzed. The test data are then benchmarked to a similar study with concrete masonry units and traditional mortars to understand the relative level of variability of CSEM assemblies and interactions of units and mortar in each type of masonry. After such analysis, the CSEM characteristic strength is computed statistically, following TMS 602 (specification for masonry structures) criteria for concrete and clay masonry. The characteristic strength is then used in the design of a conceptual single-family dwelling with a tornado-resistant safe room, assumed to be located in Winnebago, Nebraska. The site selection has a significance in that the Indian reservation in Winnebago is a plausible location for this technology’s future adoption due to their acute housing needs and the habitants’ open-minded approach to sustainable building design. The study’s findings indicate that with a proper recipe for the local soils, a good workmanship of CSEM components, and a careful design of the CSEM walls and connections, this technology can be utilized in a residence located in an area subject to tornadoes.
    publisherAmerican Society of Civil Engineers
    titleTornado-Resistant Residential Design Using Experimentally Obtained Characteristic Strength Values for Cement-Stabilized Earthen Masonry
    typeJournal Article
    journal volume25
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doidoi:10.1061/(ASCE)AE.1943-5568.0000342
    page04019012
    treeJournal of Architectural Engineering:;2019:;Volume (025):;issue:002
    contenttypeFulltext
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