Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience

SA Argyroudis, SΑ Mitoulis, MG Winter… - Reliability Engineering & …, 2019 - Elsevier
Vulnerability is a fundamental component of risk and its understanding is important for
characterising the reliability of infrastructure assets and systems and for mitigating risks. The …

State-of-the-art review of capabilities and limitations of polymer and glass fibers used for fiber-reinforced concrete

B Shafei, M Kazemian, M Dopko, M Najimi - Materials, 2021 - mdpi.com
The concrete industry has long been adding discrete fibers to cementitious materials to
compensate for their (relatively) low tensile strengths and control possible cracks. Extensive …

Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges

JG Xu, DC Feng, S Mangalathu… - … Engineering & Structural …, 2022 - Wiley Online Library
Rapid and accurate post‐earthquake damage evaluation of regional reinforced concrete
(RC) bridges is a key issue for assessing the seismic resilience of cities and communities …

Toward life-cycle reliability-, risk-and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis …

M Akiyama, DM Frangopol… - Structure and Infrastructure …, 2020 - Taylor & Francis
After recent large earthquakes, field investigations confirmed that several bridges were
severely damaged and collapsed not only due to the earthquake, as an independent …

Seismic fragility analysis of deteriorating RC bridge substructures subject to marine chloride-induced corrosion

F Cui, H Zhang, M Ghosn, Y Xu - Engineering Structures, 2018 - Elsevier
This paper presents an improved reinforced concrete steel bar deterioration model that
incorporates pitting corrosion and considers the change in after-cracking corrosion rate to …

Seismic resilience of transportation networks with deteriorating components

A Alipour, B Shafei - Journal of Structural Engineering, 2016 - ascelibrary.org
Performance assessment of a transportation network is naturally a complicated problem.
This is mainly due to the fact that such a spatially distributed network is subjected to a variety …

Experimental investigation on the cyclic performance of reinforced concrete piers with chloride-induced corrosion in marine environment

A Guo, H Li, X Ba, X Guan, H Li - Engineering Structures, 2015 - Elsevier
Coastal bridges in marine environments suffer from serious corrosion, resulting in the
degradation of the seismic capacity of the structures during the long-term service period …

Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion

EA Dizaj, R Madandoust, MM Kashani - Soil Dynamics and Earthquake …, 2018 - Elsevier
A probabilistic framework for seismic vulnerability analysis of corroded Reinforced Concrete
(RC) frame structures is developed. An advanced nonlinear finite element modelling …

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 …

Considering uncertainty in corrosion process to estimate life-cycle seismic vulnerability and risk of aging bridge piers

BS Vishwanath, S Banerjee - Reliability Engineering & System Safety, 2023 - Elsevier
Gradual deterioration of RC bridges due to chloride-induced corrosion is of concern for
bridge durability and life-cycle performance assessment under earthquakes. Uncertainties …