Near-fault pulse seismic ductility spectra for bridge columns based on machine learning

T Yang, X Yuan, J Zhong, W Yuan - Soil Dynamics and Earthquake …, 2023 - Elsevier
The seismic ductility spectra (SDS) method is a crucial tool to quickly evaluate the ductility
demand of bridge columns with varied constitutive models. However, conventional SDS …

Lead-rubber-bearing with negative stiffness springs (LRB-NS) for base-isolation seismic design of resilient bridges: A theoretical feasibility study

X Chen, K Ikago, Z Guan, J Li, X Wang - Engineering Structures, 2022 - Elsevier
Advanced seismic isolation devices and systems have been recognized as promising
measures toward resilient design of bridge structures. This paper proposes a base isolation …

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 …

A novel structure-pulse coupled model for quantifying the column ductility demand under pulse-like GMs

J Zhong, T Yang, Y Pang, W Yuan - Journal of Earthquake …, 2022 - Taylor & Francis
ABSTRACT A novel model is constructed to investigate the coupling effect of pulse period
(Tp) and peak pulse velocity (Vp) on structural demands with the varied fundamental period …

Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns

J Zhong, Y Zhu, S Mangalathu, K Gao - Engineering Structures, 2023 - Elsevier
This study presents the derivation of closed-form component limit state expressions for high-
strength concrete columns reinforced with high-strength steel bars (HSC-HSSB) from an …

Risk-based design and optimization of shape memory alloy restrained sliding bearings for highway bridges under near-fault ground motions

Y Pang, W He, J Zhong - Engineering Structures, 2021 - Elsevier
Abstract The Shape Memory Alloy (SMA)-restrained bearing consists of a typical sliding
bearing and SMA wires. The SMA wires are adopted to limit the excessive displacement …

Probabilistic Seismic drift-based capacity model of unbonded prestressed reinforced concrete columns: prediction model and dispersion

J Zhong, L Shi, JS Jeon - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Structures designed with high ductility often have significant residual displacement. As a self-
centered structure, unbonded prestressed reinforced concrete (UBPRC) columns can …

The analytical curvature distribution model of columns and mathematical solution for pushover analysis

J Zhong, Y Zhu, H Wang - Earthquake Engineering & Structural …, 2025 - Wiley Online Library
The acquisition of a flexural backbone curve for columns primarily relies on finite element
analysis and experiments, of which the complexity and high cost are significant challenges …

Seismic resonance behavior of soil-pile-structure systems with scour effects: Shake-table tests and numerical analyses

X Wang, A Alipour, J Wang, Y Shang, A Ye - Ocean Engineering, 2023 - Elsevier
The seismic resonance behavior of soil-pile-structure systems (SPSS) with scour effects is a
complex problem due to the interaction of soil, pile foundation, and structure. This study …

Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect

H He, K Wei, J Zhang, S Qin - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
Earthquake and flood scour are two main causes of failures to highway bridges. This study
developed an alternative fragility analysis framework of bridges based on endurance time …