Experimental investigation of unbonded reinforced concrete PT shear wall under lateral loading: A state-of-the-art review

S Tiwari, G Mondal, SR Dash, K Roy - Journal of Building Engineering, 2023 - Elsevier
Although conventional reinforced concrete (RC) shear walls are prevalent in mid-rise to high-
rise framed buildings located in moderate to high seismic regions around the world, these …

[HTML][HTML] Review of self-centering rocking systems for earthquake-resistant building structures: State of the art

M Froozanfar, S Moradi, R Kianoush… - Journal of Building …, 2024 - Elsevier
Rocking structural systems have been proposed as a promising solution for designing
resilient building structures. These low-damage systems can prevent significant economic …

Seismic performance of precast posttensioned segmental FRP-confined and unconfined crumb rubber concrete columns

R Hassanli, O Youssf, JE Mills - Journal of Composites for …, 2017 - ascelibrary.org
This paper presents an experimental study carried out on unbonded posttensioned (PT)
segmental precast concrete columns. In total, eight cylindrical columns were posttensioned …

Analysis and design of RC unbonded PT shear walls in isolation and integrated into buildings: a state-of-the-art review

S Tiwari, SR Dash, G Mondal, K Roy - Structures, 2023 - Elsevier
Shear walls play crucial roles in buildings located in the seismically active regions by
efficiently mitigating the impact of seismic forces. However, they have drawbacks regarding …

High Performance Damage‐Resistant Seismic Resistant Structural Systems for Sustainable and Resilient City: A Review

J Wang, H Zhao - Shock and Vibration, 2018 - Wiley Online Library
This paper presents a review of high performance damage‐resistant seismic resistant
structural (DRSRS) systems for the sustainable and resilient city. Firstly, the motivation and …

Performance of segmental self-centering rubberized concrete columns under different loading directions

R Hassanli, O Youssf, JE Mills, R Karim… - Journal of Building …, 2018 - Elsevier
Segmental self-centering columns are an advantageous construction choice in earthquake
prone areas due to their minimal or even zero residual deformation and their low …

Self-centering walls strengthening by high-performance concrete: a feasibility study

A Jafari, M Preti, M Beheshti, R Dugnani - Materials and Structures, 2021 - Springer
In this research, the feasibility of strengthening self-centering walls by high-performance
concrete was investigated through an experimentally validated finite element model. The …

Numerical modeling to predict seismic performance of the post-tensioned self-centering concrete shear walls

Y Liu, W Zhou - Bulletin of Earthquake Engineering, 2022 - Springer
Self-centering concrete shear wall systems have significant advantages, including lower
seismic damage and excellent restoration ability to facilitate repairing, over traditional cast-in …

Hysteresis behavior of hybrid rocking walls: an analytical method

M Sadeghi, F Jandaghi Alaee, HA Bengar… - Practice Periodical on …, 2023 - ascelibrary.org
This study proposed an analytical method to predict the hysteresis behavior of hybrid
rocking walls (HRWs) in the two limit states of decompression and geometric nonlinearity …

Seismic performance and damage incurred by monolithic concrete self-centering rocking walls under the effect of axial stress ratio

A Jafari, MR Ghasemi, H Akbarzadeh Bengar… - Bulletin of Earthquake …, 2018 - Springer
Self-centering rocking walls offer the possibility of minimizing repair costs and downtimes,
and also nullify the residual drift after seismic events, thanks to their self-centering …