Now showing items 21-40 of 46

    • Experimental and analytical evaluation of different failure modes of self-centring braces 

      Yousef-Beik, Seyed Mohammad Mehdi; Hashemi, Ashkan; Zarnani, Pouyan; Quenneville, Pierre; Seifi, Mehrdad; Veismoradi, Sajad (2022-04-27)
      As resilience of structures during seismic events is currently a main structural engineering topic, Low-damage self-centring braces have the potential to serve this purpose by becoming a common low-damage lateral load ...
    • Seismic response of a base-isolated building under pulse-like near-fault ground motions 

      Rad, Ali; Hazaveh, Nikoo; Holden, Tony (2022-04-27)
      Pulse-Like Near-fault ground motions are known to challenge base-isolated buildings with their capacity to create large isolation system displacements. Such earthquake records typically contain velocity pulses with long ...
    • Risk-targeted framework for seismic design: Maintaining serviceability 

      Hulsey, Anne; Horspool, Nick; Elwood, Kenneth; Gerstenberger, Matthew (2022-04-27)
      Changes to how seismic loads are determined for building design are imminent, as necessitated by the ongoing National Seismic Hazard Model update. The authors recently proposed a framework to produce risk-targeted hazard ...
    • A case study of Soil-Foundation-Structure-Interaction for aseismic design of wind turbines 

      Adhikari, Gopal; Keepa, Campbell; Novakov, Dejan (2022-04-27)
      Wind farms in New Zealand have a combined capacity of about 690 MW and supply around 6% of New Zealand’s annual electricity generation.  This is about the amount of electricity 300,000 kiwi homes use in a year.  Wind farms ...
    • Liquefaction potential of sand-gravel mixtures: experimental observations 

      Pokhrel, Abilash; Chiaro, Gabriele; Cubrinovski, Misko; Kiyota, Takashi (2022-04-27)
      Case histories from at least 27 earthquakes worldwide (including three from New Zealand: 1929 Mw7.6 Murchison earthquake; 2010 Mw 7.1 Darfield earthquake; and 2016 Mw 7.8 Kaikoura earthquake) have indicated that liquefaction ...
    • Code requirements for column confinement with a view on drift 

      Dawson, Max; Rodgers, Joshua; Skillen, Kinsey; Pujol, Santiago (2022-04-27)
      Confinement provided by transverse reinforcement plays an essential role in reinforced concrete columns. When proportioned judiciously, confinement provides longitudinal bar restraint, contributes to shear resistance, and ...
    • Interim Results from empirical ground motion model evaluation for the NZ National Seismic Hazard Model Update 

      Lee, Robin; Bradley, Brendon; Manea, Elena; Hutchinson, Jesse (2022-04-27)
      As a part of the ongoing 2022 NZ National Seismic Hazard Model (NSHM) Update, the predictive capabilities of candidate empirical ground motion models are evaluated to ascertain models which provide good prediction for NZ ...
    • Seismic Performance of Precast Hollow-core Units Seated Within the Plastic Hinge Region 

      Mostafa, Mohamed; Büker, Frank; Hogan, Lucas; Elwood, Kenneth; Bull, Des; Parr, Michael (2022-04-27)
      This paper discusses the susceptibility of hollow-core floor units to sustain a higher degree of damage when they are seated within the plastic hinge regions of the supporting beam. This damageability of these so-called ...
    • Seismic structural monitoring in Wellington using advanced seismological techniques 

      Francois-Holden, Caroline (2022-04-27)
      Sklodowska et al. (2021) employed advanced seismological techniques usually applied to Earth studies to the Te Puni building (instrumented as part of the GeoNet building instrumentation programme) for the 2009-2017 ...
    • Modelling uncertainty induced by plastic hinge length in lumped-plasticity analysis of RC columns 

      Mou, Julian; Tripathi, Mayank; Chandramohan, Reagan; Dhakal, Rajesh (2022-04-27)
      This study quantifies the influence of various plastic hinge length assumptions on the uncertainty in the response of reinforced concrete (RC) columns simulated using lumped plasticity models. Although several expressions ...
    • Earthquake Design Loads on Retaining Walls 

      Wood, John (2022-04-27)
      Free-standing retaining walls are usually designed for earthquake loads using the Monobe-Okabe method and assuming cohesionless soil backfill. This simple design approach has led to satisfactory performance and is supported ...
    • Repair and Reinstatement of Douglas-fir CLT Hold-down Connections using Mixed Angle Self Tapping Screws 

      Wright, Thomas; Li, Minghao; Lim, Thomas; Moroder, Daniel; Carradine, David; Gedyma, Mikhail (2022-04-27)
      The system ductility of timber structures under seismic loads relies on well detailed connection systems. With the increasing popularity of mass timber structures, CLT shear walls provide an efficient seismic load resisting ...
    • Social Influences on behavioural response to earthquake shaking 

      Vinnell, Lauren; Inch, Piata; Johnston, David; Horspool, Nick (2022-04-27)
      Many earthquake injuries in Aotearoa New Zealand occur because people either do not act quickly to protect themselves or act in a way which can lead to harm. Earthquakes are an uncertain context in which to make behavioural ...
    • Ductile timber connections: Understanding the factors contributing to their ductility 

      Quenneville, Pierre; Hashemi, Ashkan; Zarnani, Pouyan (2022-04-27)
      It is well accepted that ductility in a timber structure is achieved through its conections as the behaviour of timber is inherently brittle. It is thus important to understand the diferent parameters that contribute to ...
    • Investigation of influential factors on yield strength of lead rubber bearings 

      Pourmasoud, M Masoud; Park, Alan; Hajirasouliha, Iman; Lim, James (2022-04-27)
      The design of seismic isolators as specified by building code requirements is well defined and well established. However, there is still some refinement required for these design practices, especially in terms of estimating ...
    • Dealing with uncertainty in prediction of lateral spread 

      Smith, Vincent; Palmer, Stuart; Elwood, Kenneth (2022-04-27)
      Prediction of lateral spread for seismic assessment and design includes considerable uncertainty. Two widely used prediction methods are Youd et al. (2002) and Zhang et al. (2004). Five case studies across the Wellington ...
    • Prediction of Demands on Non-Structural Components in Base-Isolated Structures 

      Haymes, Kieran; Sullivan, Timothy J.; Chandramohan, Reagan; Wiebe, Lydell (2022-04-27)
      This study examines seismic demands imposed on non-structural components within base isolated structures. Although several previous studies have focussed on the ability of base isolators to limit structural damage, very ...
    • Mainstreaming building code practice and risk management principles towards disaster risk reduction 

      Nwadike, Amarachukwu; Aigwi, Itohan Esther; Wilkinson, Suzanne (2022-04-27)
      Global disaster impacts on the built environment have triggered the call for an operational disaster risk reduction (DRR). The application of building code requirements has shown an acceptable means of minimizing disaster ...
    • Retaining Wall Design - SESOC 

      Bird, Geoff; McPherson, Allan (2022-04-27)
      In the absence of a recognised or accepted national standard, and in order to provide clarity around the technical basis for their retaining wall software, some time ago SESOC embarked on the development of two design ...
    • Seismic strengthening of the Seatoun Tunnel 

      Wymer, Paul; Latham, Dean; Radosavljevic, Bojan; Brabhaharan, Pathmanathan; Tawfeek, Faiz (2022-04-27)
      The Seatoun tunnel is a 147m long, vehicle and pedestrian tunnel built in 1906-1907 to provide a tram connection between the suburb of Seatoun the city of Wellington.  In 2011, the Seatoun tunnel structure was assessed as ...