Seismic damage detection for a steel braced frame structure

Daniel P. McCrum, Andrea Staino

    Research output: Contribution to journalArticle

    2 Citations (Scopus)
    437 Downloads (Pure)

    Abstract

    A new approach for global detection of seismic damage in a single-storey steel concentrically braced frame (CBF) structure is presented. The filtered lateral in-plane acceleration response of the CBF structure is integrated twice to provide the lateral in-plane displacement which is used to infer buckling and yielding damage. The level of interstorey drift of the CBF during a seismic excitation allows the yield and buckling of the bracing members to be identified and indirectly detects damage based on exceedance of calculated lateral in-plane displacement limits. A band-pass filter removes noise from the acceleration signal followed by baseline correction being used to reduce the drift in velocity and displacement during numerical integration. This pre-processing results in reliable numerical integration of the frame acceleration that predicts the displacement response accurately when compared to the measured lateral displacement of the CBF structure. Importantly, the structural damage is not assumed through removal of bracing members, rather damage is induced through actual seismic loading. The buckling and yielding displacement threshold limits used to identify damage are demonstrated to accurately identify the initiation of buckling and yielding.
    Original languageEnglish
    Pages (from-to)636-648
    Number of pages13
    JournalProceedings of the ICE - Structures and Buildings
    Volume168
    Issue number9
    Early online date11 Aug 2015
    DOIs
    Publication statusPublished - Sep 2015

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