Uniform design–based Gaussian process regression for data-driven rapid fragility assessment of bridges

Y Pang, X Zhou, W He, J Zhong… - Journal of Structural …, 2021 - ascelibrary.org
This paper proposes a uniform design (UD)-based Gaussian process regression (GPR)
method for rapid damage assessment and fragility estimates of bridges. The core idea of the …

Life-cycle seismic resilience assessment of highway bridges with fiber-reinforced concrete piers in the corrosive environment

Y Pang, K Wei, W Yuan - Engineering Structures, 2020 - Elsevier
The benefit of fiber-reinforced concrete (FRC) to the life-cycle seismic performance of the
bridge has not yet been fully studied. A probabilistic methodology was proposed in this study …

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 …

Environmental noise and vibration characteristics of rubber-spring floating slab track

W He, C Zou, Y Pang, X Wang - Environmental Science and Pollution …, 2021 - Springer
The floating slab track is considered one of the most effective track structures to reduce the
adverse effects of underground railway noise and vibration. This paper reports a new type of …

An endurance time method-based fragility analysis framework for cable-stayed bridge systems under scour and earthquake

K Wei, H He, J Zhang, C Yang, S Qin - Ocean Engineering, 2021 - Elsevier
Seismic fragility assessment using structural dynamic analysis remains challenging for
complex systems due to the high computational demand, such as the sea-crossing cable …

Near-fault seismic risk assessment of simply supported bridges

J Zhong, L Jiang, Y Pang, W Yuan - Earthquake Spectra, 2020 - journals.sagepub.com
Bridges tend to sustain excessive seismic demand (eg displacement) under pulse-like
ground motions attributing to the effect of forward directivity, which is of high likely to occur at …

Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method

J Ashrafifar, H Estekanchi - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This paper presents a framework based on the endurance time (ET) method to evaluate
bridge seismic fragility and resilience in the life-cycle context by considering corrosion …

Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures

Y Pang, X Wang - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
Quantifying the seismic fragility, risk, and resilience of structures is a computationally
demanding step in the performance-based earthquake engineering framework as it …

Modeling and material uncertainty quantification of RC structural components

MA Hariri-Ardebili, CL Segura Jr, S Sattar - Structural Safety, 2024 - Elsevier
It is well established that various sources of uncertainties play a critical role in the safety
assessment of engineering structures. Some widely used frameworks, such as performance …

The pulse effect on the isolation device optimization of simply supported bridges in near-fault regions

L Jiang, J Zhong, W Yuan - Structures, 2020 - Elsevier
Seismic isolation devices serve as an important measure to reduce hazards or mitigate
structure damage subject to earthquakes. It's of great necessity to select the optimal …