Self-centering structures against earthquakes: a critical review

C Fang, C Qiu, W Wang, MS Alam - Journal of Earthquake …, 2023 - Taylor & Francis
With critical lessons drawn from past major earthquakes, the engineering community is
appealing for a fundamental shift in the existing design philosophy for structures in seismic …

[HTML][HTML] Shape memory alloy reinforcement for strengthening and self-centering of concrete structures—State of the art

S Raza, B Shafei, MS Saiidi, M Motavalli… - … and Building Materials, 2022 - Elsevier
The degradation of reinforced concrete (RC) structural components owing to aging
mechanisms and extreme loading events can cause significant performance and safety …

State-of-the-art of posttensioned rocking bridge substructure systems

S Piras, A Palermo, M Saiid Saiidi - Journal of Bridge Engineering, 2022 - ascelibrary.org
Posttensioned bridge rocking systems have emerged as an alternative to traditional ductility
design where substructure elements, such as columns and piles, are designed to dissipate …

An innovative seismic-resilient bridge with shape memory alloy-washer-based footing rocking RC piers

Y Zheng, C Fang, D Liang… - Journal of Intelligent …, 2021 - journals.sagepub.com
This study proposes a new footing rocking pier which employs shape memory alloy (SMA)
washers as its kernel elements. Apart from providing self-centering capability and energy …

State-of-the-art review of seismic-resistant precast bridge columns

Q Zhang, MS Alam - Journal of Bridge Engineering, 2020 - ascelibrary.org
There has been significant research effort on seismic-resistant precast bridge columns;
however, the research results have not been transferred into the industry to achieve their full …

Design criterion for the self-centering capacity of precast segmental UHPC bridge columns with unbonded post-tensioning tendons

Z Wang, J Wang, G Zhao, J Zhang - Engineering Structures, 2019 - Elsevier
This paper aims to provide a novel quantitative design criterion for the self-centering (SC)
capacity of precast segmental ultra-high performance concrete (UHPC) bridge columns …

Shape memory alloy reinforcement for strengthening of RCC structures—A critical review

E Mirzaey, MR Shaikh, M Rasheed, A Ughade… - Materials Today …, 2023 - Elsevier
Significant performance and safety issues can arise from the deterioration of reinforced
concrete (RC) structural components brought on by ageing processes and high stress …

Quantification of material modeling uncertainty on seismic performance of SMA-based self-centering concentrically braced frames

X Gao, J Li, C Qiu, H Hou, C Chen - Structures, 2023 - Elsevier
Shape memory alloys (SMAs) combine super-elasticity and energy dissipation capacity
therefore is favored in seismic hazard mitigation. Simplifications are necessary to …

Numerical studies on the seismic performances of RC two-column bent bridges with self-centering energy dissipation braces

H Dong, X Du, Q Han, K Bi - Journal of Structural Engineering, 2020 - ascelibrary.org
Bridges may suffer large residual displacements after strong earthquakes. These large
residual displacements may increase the reinforcement cost and even lead to the collapse …

Experimental and numerical investigation on hysteretic behavior of posttensioned precast segmental Concrete-filled double skin steel tubular piers

ZX Li, C Du, X Liang, H Zhang, B Zhao - Structures, 2023 - Elsevier
The posttensioned precast segmental concrete-filled double skin steel tubular (CFDST)
piers proposed in this study combines the advantages of posttensioned precast segmental …