RC walls in Australia: Seismic design and detailing to AS 1170.4 and AS 3600
SJ Menegon, JL Wilson, NTK Lam… - Australian Journal of …, 2018 - Taylor & Francis
This paper reviews the current seismic design procedures for reinforced concrete buildings
in Australia, with direct reference to the Australian earthquake loading code, AS 1170.4 and …
in Australia, with direct reference to the Australian earthquake loading code, AS 1170.4 and …
Behaviour of reinforced mortarless interlocking brick wall under cyclic loading
Interlocking brick masonry has gained much attention due to its high construction efficiency
and low labour skill requirement. Most designs of interlocking bricks only use interlocking …
and low labour skill requirement. Most designs of interlocking bricks only use interlocking …
Plastic hinge length for lightly reinforced rectangular concrete walls
R Hoult, H Goldsworthy… - Journal of Earthquake …, 2018 - Taylor & Francis
This research investigates the plastic hinge length in lightly reinforced rectangular walls
typically found in regions of low-to-moderate seismicity. Poor performance has been …
typically found in regions of low-to-moderate seismicity. Poor performance has been …
[HTML][HTML] Parametric study of reinforced interlocking brick wall under cyclic loading
Mortarless interlocking brick walls are a new form of masonry structures that can be
efficiently constructed. In this study, a detailed numerical model of an interlocking brick wall …
efficiently constructed. In this study, a detailed numerical model of an interlocking brick wall …
Shear lag effects in reinforced concrete C-shaped walls
RD Hoult - Journal of Structural Engineering, 2019 - ascelibrary.org
Shear lag effects can significantly reduce the moment capacity of nonrectangular reinforced
concrete walls. Although this phenomenon is recognized as an important component in the …
concrete walls. Although this phenomenon is recognized as an important component in the …
Plastic hinge length for lightly reinforced C-shaped concrete walls
RD Hoult, HM Goldsworthy… - Journal of Earthquake …, 2020 - Taylor & Francis
This research investigates the equivalent plastic hinge length of reinforced concrete C-
shaped walls with reinforcement detailing typically found in low-to-moderate seismic …
shaped walls with reinforcement detailing typically found in low-to-moderate seismic …
Plastic hinge analysis for lightly reinforced and unconfined concrete structural walls
RD Hoult, HM Goldsworthy, E Lumantarna - Bulletin of Earthquake …, 2018 - Springer
Poor performance of lightly reinforced and unconfined concrete structural walls have been
observed in recent earthquake events. This research investigates the displacement capacity …
observed in recent earthquake events. This research investigates the displacement capacity …
Fragility functions for RC shear wall buildings in Australia
R Hoult, H Goldsworthy… - Earthquake Spectra, 2019 - journals.sagepub.com
This research investigates the development of analytical fragility functions for reinforced
concrete shear wall buildings in Australia. A building stock for the city of Melbourne is used …
concrete shear wall buildings in Australia. A building stock for the city of Melbourne is used …
Minimum longitudinal reinforcement requirements for boundary elements of limited ductile walls for AS 3600
RD Hoult - Electronic Journal of Structural Engineering, 2017 - ejsei.com
Observations of poor performance of reinforced concrete walls in recent earthquake events
have been associated with a light amount of longitudinal reinforcement. In particular, single …
have been associated with a light amount of longitudinal reinforcement. In particular, single …
Tension stiffening model for lightly confined reinforced concrete elements
SJ Menegon, JL Wilson, NTK Lam… - Magazine of Concrete …, 2021 - icevirtuallibrary.com
Reinforced concrete (RC) walls subject to in-plane lateral loads are essentially subject to
axial compression and tension forces in the respective end regions of the wall. The tension …
axial compression and tension forces in the respective end regions of the wall. The tension …