[HTML][HTML] Self-centering technique for existing concrete bridge columns using prestressed iron-based shape memory alloy reinforcement

S Raza, R Widmann, J Michels, MS Saiidi… - Engineering …, 2023 - Elsevier
Reinforced concrete (RC) bridge columns are expected to undergo large inelastic
displacements during major earthquake events, which in turn can result in residual …

[HTML][HTML] Seismic performance of Fe-SMA prestressed segmental bridge columns with 3D printed permanent concrete formwork

S Raza, Z Triantafyllidis, A Anton, B Dillenburger… - Engineering …, 2024 - Elsevier
The integration of digital fabrication technology with prestressed segmental column
construction offers significant potential for accelerated bridge construction with material …

Generalized loading protocols for experimentally simulating multidirectional earthquake actions on building columns in regions of low-to-moderate seismicity

S Raza, HH Tsang, SJ Menegon… - Journal of Structural …, 2021 - ascelibrary.org
This study aimed to quantitatively develop realistic quasi-static loading protocols for
simulating bidirectional cyclic actions and axial load variation on building columns in a way …

Plastic rotation capacity of RC columns under biaxial seismic demands

O Özcan, B Binici - Bulletin of Earthquake Engineering, 2023 - Springer
Seismic performance of reinforced concrete (RC) columns should be evaluated considering
biaxial demands for a more realistic assessment. However, most of the current seismic …

Seismic behaviour of structures under bidirectional ground motion: Does the angle of incidence have any influence?

MA Hussain, SC Dutta, S Das - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
Inelastic seismic behaviour of structures is needed to be predicted as accurately as possible.
As during the seismic design, structures are allowed to undergo a stipulated amount of …

Collapse probability of soft-storey building in Australia and implications for risk-based seismic design

HH Tsang, JL Wilson, EF Gad - Australian Journal of Structural …, 2020 - Taylor & Francis
Collapse prevention is the primary objective of earthquake-resistant design of structures;
hence, the probability of collapse should be taken as a crucial performance indicator for risk …

RC walls in Australia: Displacement-based seismic design in accordance with AS 1170.4 and AS 3600

SJ Menegon, HH Tsang, JL Wilson… - Australian Journal of …, 2021 - Taylor & Francis
Displacement-based methods, such as a non-linear static pushover analysis (eg the
capacity spectrum method), have many advantages compared to traditional force-based …