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    Low damage solution for a biomass boiler structure by a new three-dimensional seismic isolation 

    Pourmasoud, M Masoud; Park, Alan; Mosaferi, Siamak; Brown, Iain (New Zealand Society for Earthquake Engineering, 2021-04-14)
    The February 2011 Christchurch earthquake caused significant property damage within Christchurch city. Since this devastating event, there has been a shift in engineering practice to Performance Based Design (PBD), to limit ...
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    Philosophical reflexions following the Lyttleton 2011 New Zealand Earthquake: Ten years after 

    Quintana Gallo, Patricio; Carradine, David (New Zealand Society for Earthquake Engineering, 2021-04-14)
    At 12:51 p. m. on 22 February 2011, the Mw 6.3 Lyttelton earthquake struck the Canterbury region of New Zealand. The seismic event was reported as the result of the rupture of a previously unknown geological fault, 5.9 km ...
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    Risk-Targeted Hazard Spectra for Seismic Design in New Zealand 

    Horspool, Nick; Elwood, Ken; Gerstenberger, Matt (New Zealand Society for Earthquake Engineering, 2021-04-14)
    The promotion of risk-targeted hazard spectra as the basis of seismic design internationally has increased over the past decade. Risk-targeted hazard spectra are derived through convolution of hazard curves with representative ...
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    Earthquake Stories: Experiences of Building Performance in Earthquakes to enhance future building performance 

    Payne, Benjamin; Abeling, Shannon; Becker, Julia; Elwood, Ken; Ferner, Helen; Brunsdon, Dave; Johnston, David (New Zealand Society for Earthquake Engineering, 2021-04-14)
    The performance of the built environment during earthquakes plays an important role in reducing risk and enhancing the resilience of New Zealand’s urban centres. Although engineering codes and building standards regulate ...
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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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    AuthorBecker, Julia (3)Elwood, Ken (3)Johnston, David (3)Brunsdon, Dave (2)Prasanna, Raj (2)Tan, Marion (2)Abeling, Shannon (1)Alger, Brandy (1)Amaris, Alejandro (1)Baird, Andrew (1)... View MoreSubject
    Society, policy, and culture in understanding impacts and improving resilience (15)
    Communicating seismic risk and mitigation strategies (5)Improving resilience of lifelines and infrastructure (3)Improving understanding of seismic hazard and risk (3)Resilience beyond life-safety and amenity (3)Better building management in emergencies (1)Case studies and research supporting mitigation by retrofitting (1)Innovative approaches in seismic design and assessment (1)Understanding social impacts and improving social resilience (1)... View MoreDate Issued
    2021 (15)
    Has File(s)Yes (15)

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