@prefix dcat: <http://www.w3.org/ns/dcat#> .
@prefix dct: <http://purl.org/dc/terms/> .
@prefix foaf: <http://xmlns.com/foaf/0.1/> .
@prefix xsd: <http://www.w3.org/2001/XMLSchema#> .

<https://data.gov.au/dataset/a2d050d4-42d8-4657-b8f1-6f96b1ceab64> a dcat:Dataset ;
    dct:description "We present a methodology for developing fragilities for mainshock-damaged structures, \"aftershock fragility\", by performing incremental dynamic analysis (IDA) with a sequence of mainshock-aftershock ground motions. The aftershock fragility herein is distinguished from a conventional fragility for an intact structure. We estimate seismic response of a mainshock-damaged building by performing nonlinear time history analysis with a sequence of mainshock and aftershock ground motions (so-called \"back-to-back\" dynamic analysis). We perform the back-to-back dynamic analyses for a number of levels of mainshock response/damage, and a number of sequences of mainshock and aftershock ground motions. With estimated seismic responses from the back-to-back dynamic analyses, we compute various damage state transition probabilities, the probability of exceeding a higher damage state from an aftershock given a damage state due to a mainshock. For an illustration of the methodology, we develop an aftershock fragility for a typical New Zealand 5-storey reinforced concrete moment frame building. The building is modeled using a single-degree-of-freedom (SDOF) damped nonlinear oscillator with force-deformation behavior represented by a multi-linear capacity/pushover curve with moderate pinching hysteresis and medium cyclic deterioration." ;
    dct:identifier "a2d050d4-42d8-4657-b8f1-6f96b1ceab64" ;
    dct:issued "2025-10-16T10:28:33.164557"^^xsd:dateTime ;
    dct:language "eng" ;
    dct:modified "2025-10-16T10:28:33.164563"^^xsd:dateTime ;
    dct:publisher <https://data.gov.au/organization/91f054ec-d0c3-4d42-a89a-5daa2c7a6818> ;
    dct:spatial [ a dct:Location ] ;
    dct:title "Developing fragilities for mainshock-damaged structures through incremental dynamic analysis" ;
    dcat:distribution <https://data.gov.au/dataset/a2d050d4-42d8-4657-b8f1-6f96b1ceab64/resource/c75ff005-165a-45f2-936c-2ff2773d1afb> ;
    dcat:keyword "EARTH SCIENCES",
        "Earthquake Engineering",
        "Published_External",
        "dynamic analysis",
        "fragility",
        "mainshock" .

<https://data.gov.au/dataset/a2d050d4-42d8-4657-b8f1-6f96b1ceab64/resource/c75ff005-165a-45f2-936c-2ff2773d1afb> a dcat:Distribution ;
    dct:description "Link to article (pdf)" ;
    dct:format "PDF" ;
    dct:issued "2025-10-16T10:28:33.167701"^^xsd:dateTime ;
    dct:modified "2025-10-16T10:28:33.156490"^^xsd:dateTime ;
    dct:title "Link to article (pdf)" ;
    dcat:accessURL <http://db.nzsee.org.nz/2011/225.pdf> .

<https://data.gov.au/organization/91f054ec-d0c3-4d42-a89a-5daa2c7a6818> a foaf:Agent ;
    foaf:mbox "clientservices@ga.gov.au" ;
    foaf:name "Geoscience Australia Data" .

