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    • Proceedings of the 2021 New Zealand Society for Earthquake Engineering Annual Technical Conference
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    •   NZSEE Document Repository
    • New Zealand Society for Earthquake Engineering
    • Proceedings of the 2021 New Zealand Society for Earthquake Engineering Annual Technical Conference
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    Case studies on low damage mass timber structures with resilient connections 

    Hashemi, Ashkan; Fast, Tobias; Fast, Paul; Dickof, Carla; Jackson, Robert; Dunbar, Andrew; Zarnani, Pouyan; Quenneville, Pierre (New Zealand Society for Earthquake Engineering, 2021-04-14)
    There is increasing public pressure to have seismic-resistant structures made with massive wooden panels such as Cross Laminated Timber (CLT). It is well-known that the type and behaviour of the connections govern the ...
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    A comparison of New Zealand seismic code requirements with other major design codes in the implementation of seismic resilient devices 

    Varier, Sriraj; Agarwal, Setu; Hashemi, Ashkan; Quenneville, Pierre; Zarnani, Pouyan (New Zealand Society for Earthquake Engineering, 2021-04-14)
    In the ever-evolving earthquake engineering field, the need of the hour is to achieve earthquake-resistant buildings which have immediate occupancy following an earthquake. This implies that the demand for resilient dampers ...
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    Seismic upgrading of friction-damped steel frames integrated with self-centring devices 

    Hashemi, Ashkan; Bagheri, Hamed; Zarnani, Pouyan; Quenneville, Pierre (New Zealand Society for Earthquake Engineering, 2021-04-14)
    Conventional friction-based damping devices are known for their large energy dissipation capacity and economic benefits compared to other seismic mitigation systems. These devices have been implemented in many practical ...
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    Design of RSFJ Self-centring Brace for Ultimate Limit State 

    Yousef-Beik, Seyed Mohammad Mehdi; Varier, Sriraj; Hashemi, Ashkan; Zarnani, Pouyan; Quenneville, Pierre (New Zealand Society for Earthquake Engineering, 2021-04-14)
    In previous studies, it was shown that the RSFJ brace assembly is prone to elastic buckling for which a new mechanism composed of two telescopic sections was introduced as a remedy to increase the elastic buckling load, ...

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    AuthorHashemi, Ashkan (4)
    Quenneville, Pierre (4)
    Zarnani, Pouyan (4)Varier, Sriraj (2)Agarwal, Setu (1)Bagheri, Hamed (1)Dickof, Carla (1)Dunbar, Andrew (1)Fast, Paul (1)Fast, Tobias (1)... View MoreSubject
    Resilience beyond life-safety and amenity (4)
    Advancements in structural and geotechnical design and assessment (3)Improving understanding of seismic hazard and risk (3)Society, policy, and culture in understanding impacts and improving resilience (1)... View MoreDate Issued2021 (4)Has File(s)Yes (4)

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