{
    "@context": "http://schema.org",
    "@type": ["Dataset"],
    "@id": "metadata:doi:10.17603/ds2-q6cf-mb79",
    "identifier": "https://doi.org/10.17603/ds2-q6cf-mb79",
    "$comment":"modified by Stephen Richard for consistency with updated GeoCODES JSON schema; add distribution, url, funding, mainEntity, move logo to be property of Organization, not of the dataset; add description of datset content in the description.",
    "name": "Shake-table Tests of A Half-scale Seven-story RC Structure with Stiffness and Damage Irregularities (Specimen-1)",
    "url": "https://www.designsafe-ci.org/data/browser/public/designsafe.storage.published/PRJ-1903/PRJ-1903_reorganized",
    "mainEntity": [
        {
            "@type": "CreativeWork",
            "name": "Dataset",
            "url": "http://schema.org/Dataset"
        },
        {
            "@type": "CreativeWork",
            "name": "Bundled Object",
            "url": "http://cor.esipfed.org/ont/earthcube/SFO_0000075",
            "description":"including bundled object as a type, with @type both schema:Dataset and schema:Product makes including hasPart links to individual experiments or data files valid"
        }
    ],
    "creator": [
        {
            "@type": "Person",
            "name": "Shyh-Jiann Hwang"}
    ],
    "author": [
        {
            "@type": "Person",
            "name": "Shyh-Jiann Hwang",
            "affiliation": "dev_staging_placeholder",
            "$comment":"Including both creator and author is redundant, unless you have some specific semantics in mind that you need to track in your internal metadata"
        }
    ],
    "datePublished": "2021-03-25T11:26:17.356-05:00",
    "dateModified": "2021-04-07T12:23:15.546-05:00",
    "description": "A half-scale seven-story structure (Specimen-1) was tested on the high-performance shake table in the NCREE Tainan Laboratory. The tests aimed to investigate inelastic torsional response under uni-directional seismic excitation due to torsional stiffness irregularity (Series-1A) and unsymmetric damage (i.e. Series-1B with Damage Irregularity). In Series-1A, an unreinforced masonry infill wall was installed in one edge (West) of the first story of the structure, which resulted in high drift demand in the flexible East frame. Series-1B tested a system with damage irregularity caused by torsional response in Series-1A. The test data will be valuable to validate numerical analysis for the specimen as well as to improve seismic assessment for existing buildings subjected to inelastic torsional response.  ** *** description should describe whats actually in the dataset... This dataset contains results from the analysis of two specimens including sensor information and the resulting specimen reports, 45 experiment runs, three model configurations, and a project report. Each experiment event is documented by raw and processed csv tabular data [what are the fields in the tables????], video of the experiment, and GM acceleration and displacment data in csv tables. ",
    "license":[ "https://opendatacommons.org/licenses/by/1-0/"],
    "funding": [
        {
            "@type": "Grant",
            "identifier": "MOST 108-2625-M-492-003",
            "name": "Nonlinear Modeling and Torsional Behaviour of Mid-rise Reinforced Concrete Buildings in Taiwan and New Zealand under Earthquake Motions"
        },
        {
            "@type": "Grant",
            "identifier": "MOST 107-2625-M-224-001",
            "name": "Flagship 3, QuakeCoRE",
            "funder":{
                "@type":"Organization",
                "name":"not provided"
            }
        }
    ],
    "publisher": {
        "@type": "Organization",
        "name": "Designsafe-CI",
        "logo": "https://www.designsafe-ci.org/static/images/nsf-designsafe-logo.014999b259f6.png"
    },
    "provider": {
        "@type": "Organization",
        "name": "Designsafe-CI"
    },
    "distribution": [
        {
            "@type": ["DataDownload","WebSite"],
            "url": "https://www.designsafe-ci.org/data/browser/public/designsafe.storage.published/PRJ-1903/PRJ-1903_reorganized",
            "name": "project landing page",
            "description": "the landing page lists data files in a web-browser navigable file directory that can be browsed; there is also a data download button that enables downloading a ZIP archive of the complete project dataset. The size of the archive is 79.3 GB.  *****NOTE-- typing is DataDownload is required for schema.org validation, but this distribution is not a direct data download."
        }
    ],
    "includedInDataCatalog": {
        "@type": "DataCatalog",
        "name": "Designsafe-CI",
        "url": "https://designsafe-ci.org"
    }
}