Collapse performance of limited ductile high-strength RC columns under unidirectional cyclic actions

S Raza, SJ Menegon, HH Tsang… - Journal of Structural …, 2020 - ascelibrary.org
The seismic behavior of ductile high-strength RC (HSRC) columns that are constructed in
regions of high seismicity is well understood due to a number of experimental studies …

Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

C Tong, Y Xu - Structure and Infrastructure Engineering, 2021 - Taylor & Francis
When a cable-stayed bridge is subjected to strong ground motions during an earthquake,
the vibration of the tower column is much stronger and more severe in the transverse …

Seismic performance assessment of reinforced concrete columns in regions of low to moderate seismicity

S Raza, HH Tsang, SJ Menegon, JL Wilson - Resilient structures and …, 2019 - Springer
Current detailing practices in regions of low to moderate seismicity, which are typically
intraplate regions, result in limited to moderately ductile reinforced concrete (RC) columns …

[PDF][PDF] Experimental assessment of high-strength RC columns under different bi-directional loading protocols

S Raza, SJ Menegon, HH Tsang… - Proceedings of the 2019 …, 2019 - researchgate.net
In regions of lower seismicity, the design of buildings for earthquake actions is usually
governed by very rare events of very low probability exceedance, which can still result in …

[PDF][PDF] Development of Cost-effective Mitigation Strategy for Limited Ductile Reinforced Concrete Buildings

R Alazem, E Lumantarna, NTK Lam, S Menegon - 2019 - aees.org.au
With the new awareness that most Australian reinforced concrete (RC) buildings have not
been designed to withstand seismic actions, and are considered to have limited ductility, it is …