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    Experimental study of steel wire mesh reinforced structural insulated panels against windborne debris impact

    Access Status
    Fulltext not available
    Authors
    Chen, Wensu
    Hao, Hong
    Meng, Q.
    Date
    2017
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Chen, W. and Hao, H. and Meng, Q. 2017. Experimental study of steel wire mesh reinforced structural insulated panels against windborne debris impact, in Hao, H. and Zhang, C. (eds), Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials (ACMSM24), Dec 6-9 2016, pp. 571-576. Perth: ACMSM.
    Source Title
    Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016
    ISBN
    9781138029934
    School
    School of Civil and Mechanical Engineering (CME)
    URI
    http://hdl.handle.net/20.500.11937/60498
    Collection
    • Curtin Research Publications
    Abstract

    Wind speed has been increasing with climate change in recent decades, which has led to devastating damages in the recent strong wind events such as Cyclone Yasi in Queensland (2011), Typhoon Haiyan in Philippines (2013) and Cyclone Marcia in Queensland with wind gusts of almost 300 km/h (2015). These events caused loss of lives and hundred millions of dollars in properties. Windborne debris impact is deemed as a major cause of damage to the building envelop and the occupants inside the building in strong wind events (Minor et al. 1972). The dominant opening created by the windborne debris impact might cause internal pressurization (Walker 1991) and trigger roof lift-up and even structural collapse. Therefore, the research on the penetration resistance capacity of building envelop is important for the protection of properties and lives.

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