Seismic acceleration response prediction method of the PSCFST bridge based on TCN

G Xue, J Miao, D Zhang, S Zuo, C Zhang… - Journal of Constructional …, 2025 - Elsevier
Precast segment self-centering concrete filled steel tube (PSCFST) bridge has become a
research hotspot in the field of infrastructure because of its excellent seismic performance …

On the displacement control performance of base-isolated structures incorporating nonlinear negative stiffness device

Y Zhang, Y Hu, Z Zhou, N Li, D Zhang, Y Ma - Structures, 2024 - Elsevier
Low-frequency dominant far-field harmonic-like long period ground motions (FGMs)
excitations have the potential to amplify the seismic response of base-isolated structures …

Seismic performance improvement of base-isolated liquid storage tank based on positive and negative stiffness under different definitions of ground motion duration

W Jing, F Hu, Y Zhang, S Song - Soil Dynamics and Earthquake …, 2025 - Elsevier
As one of the three important characteristics of ground motion, the impact of ground motion
duration on the dynamic responses of structures necessitates further in-depth research …

[HTML][HTML] Seismic Retrofitting Reinforced Concrete Structures with Precast Pre-Stressed Concrete Braces: An Overview

M Vatandoost, F Nateghi-A - 2024 - intechopen.com
It is crucial to innovate retrofitting solutions for safeguarding buildings from catastrophic
failure in earthquake-prone regions. An approach to retrofitting reinforced concrete (RC) …

Prediction of the Precast Segment Self-Centering Cfst Bridge Seismic Acceleration Response Based on Temporal Convolutional Networks

D Zhang, G Xue, J Miao, S Zuo, N Li - Available at SSRN 4878323 - papers.ssrn.com
This study presents a novel prediction method employing state-of-the-art deep learning
algorithms for accurately forecasting the acceleration response of precast self-centering …