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    Data Set for Cyclic Tests of Eleven Lightly Reinforced Concrete Walls

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003::page 04720004-1
    Author:
    Yiqiu Lu
    ,
    Richard S. Henry
    DOI: 10.1061/(ASCE)ST.1943-541X.0002942
    Publisher: ASCE
    Abstract: A series of reinforced concrete wall tests were conducted at the University of Auckland to address the lack of experimental data on flexure-dominant lightly reinforced concrete walls that are common in multistorey buildings in regions of low or moderate seismicity. The experimental program comprised 11 rectangular reinforced concrete walls that were subjected to pseudo-static cyclic loading. The tests were used to investigate minimum vertical reinforcement provisions for reinforced concrete walls and formed the basis for revisions to the New Zealand Concrete Structures Standard NZS 3101 and the US Building Code Requirements for Structural Concrete ACI 318. The recorded documentation and data collected throughout the test program have provided a high-quality dataset that is a valuable resource to researchers investigating the seismic behavior of reinforced concrete walls. The dataset is published and publicly available on DesignSafe-CI with the project number PRJ-1648. The methodology of the data collection is described, and a road map for navigating the dataset is presented to support future use of the archived dataset.
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      Data Set for Cyclic Tests of Eleven Lightly Reinforced Concrete Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270317
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    contributor authorYiqiu Lu
    contributor authorRichard S. Henry
    date accessioned2022-01-31T23:45:55Z
    date available2022-01-31T23:45:55Z
    date issued3/1/2021
    identifier other%28ASCE%29ST.1943-541X.0002942.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270317
    description abstractA series of reinforced concrete wall tests were conducted at the University of Auckland to address the lack of experimental data on flexure-dominant lightly reinforced concrete walls that are common in multistorey buildings in regions of low or moderate seismicity. The experimental program comprised 11 rectangular reinforced concrete walls that were subjected to pseudo-static cyclic loading. The tests were used to investigate minimum vertical reinforcement provisions for reinforced concrete walls and formed the basis for revisions to the New Zealand Concrete Structures Standard NZS 3101 and the US Building Code Requirements for Structural Concrete ACI 318. The recorded documentation and data collected throughout the test program have provided a high-quality dataset that is a valuable resource to researchers investigating the seismic behavior of reinforced concrete walls. The dataset is published and publicly available on DesignSafe-CI with the project number PRJ-1648. The methodology of the data collection is described, and a road map for navigating the dataset is presented to support future use of the archived dataset.
    publisherASCE
    titleData Set for Cyclic Tests of Eleven Lightly Reinforced Concrete Walls
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002942
    journal fristpage04720004-1
    journal lastpage04720004-14
    page14
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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