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 …

Self-Centering seismic lateral force resisting systems: high performance structures for the city of tomorrow

NB Chancellor, MR Eatherton, DA Roke, T Akbaş - Buildings, 2014 - mdpi.com
Structures designed in accordance with even the most modern buildings codes are
expected to sustain damage during a severe earthquake; however; these structures are …

Seismic control of single‐degree‐of‐freedom structure using tuned viscous mass damper

K Ikago, K Saito, N Inoue - Earthquake Engineering & Structural …, 2012 - Wiley Online Library
In this study, we propose a new seismic control device, tuned viscous mass damper (TVMD),
for building systems. We give a detailed description of an apparent mass amplifier using a …

[PDF][PDF] Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttleton) earthquake

WY Kam, S Pampanin, K Elwood - 2011 - ir.canterbury.ac.nz
Six months after the 4 September 2010 Mw 7.1 Darfield (Canterbury) earthquake, a Mw 6.2
Christchurch (Lyttelton) aftershock struck Christchurch on the 22 February 2011. This …

Seismic performance of self-centering steel frames with SMA-viscoelastic hybrid braces

C Fang, Y **, Y Chen, MCH Yam… - Journal of Earthquake …, 2022 - Taylor & Francis
This study presents a novel hybrid self-centering system aiming to overcome critical
shortcomings identified in the existing self-centering solution. Two types of hybrid brace …

Machine learning-aided peak displacement and floor acceleration-based design of hybrid self-centering braced frames

S Hu, W Wang, MS Alam, S Zhu, K Ke - Journal of Building Engineering, 2023 - Elsevier
The hybrid self-centering braced frame (HSBF) is an emerging seismic resilient structural
system with the capacity of controlling peak inter-story drifts and floor accelerations and …

Effects of near-fault ground motions and equivalent pulses on multi-story structures

R Sehhati, A Rodriguez-Marek, M ElGawady… - Engineering …, 2011 - Elsevier
The focus of this paper is the structural response of multi-story structures to near-fault ground
motions, and whether structural response is dominated by the ground motion pulses present …

Probabilistic seismic demand model of UBPRC columns conditioned on Pulse-Structure parameters

J Zhong, L Shi, T Yang, X Liu, Y Wang - Engineering Structures, 2022 - Elsevier
Unbonded prestressed reinforced concrete (UBPRC) column has attracted the attention of
many researchers in bridge seismic design because of its small residual displacement …

Probabilistic seismic fragility and loss analysis of concrete bridge piers with superelastic shape memory alloy-steel coupled reinforcing bars

N **ang, X Chen, MS Alam - Engineering Structures, 2020 - Elsevier
Concrete bridge piers with conventional steel reinforcing bars are vulnerable to strong
earthquakes by inducing significant residual deformations, which substantially weakens the …

Seismic behavior of precast segmental UHPC bridge columns with replaceable external cover plates and internal dissipaters

Z Wang, JQ Wang, YC Tang, TX Liu, YF Gao… - Engineering …, 2018 - Elsevier
A new earthquake resilient ultra-high-performance concrete (UHPC) bridge column was
proposed and fabricated with precast segmental construction. The bottom segment was …