Critical review of data-driven decision-making in bridge operation and maintenance

C Wu, P Wu, J Wang, R Jiang, M Chen… - Structure and …, 2021 - Taylor & Francis
Bridges are critical infrastructure, and effective operation and maintenance (O&M) is
essential for ensuring the good condition of bridges. Owing to the increasing complexity of …

State-of-the-art review on determining prestress losses in prestressed concrete girders

M Bonopera, KC Chang, ZK Lee - Applied Sciences, 2020 - mdpi.com
Prestressing methods were used to realize long-span bridges in the last few decades. For
their predictive maintenance, devices and dynamic nondestructive procedures for identifying …

[HTML][HTML] An ML-based framework for predicting prestressing force reduction in reinforced concrete box-girder bridges with unbonded tendons

M Calò, S Ruggieri, M Buitrago, A Nettis, JM Adam… - Engineering …, 2025 - Elsevier
The paper presents a machine learning (ML) based framework to predict the prestressing
force reduction in prestressed reinforced concrete (PSC) box-girder bridges with unbonded …

[HTML][HTML] Assessment of residual prestress in existing concrete bridges: The Kalix bridge

AC Angélica, J Gonzalez-Libreros, C Wang… - Engineering …, 2024 - Elsevier
The direct socio-economic consequences of the deterioration of aging infrastructure systems
have triggered a continuous process of revising and updating current design standards and …

Experimental–theoretical investigation of the short-term vibration response of uncracked prestressed concrete members under long-age conditions

M Bonopera, WC Liao, W Perceka - Structures, 2022 - Elsevier
The short-term vibration response of uncracked prestressed concrete (PC) members under
long-age conditions was investigated. No study has examined long-term phenomena of …

Surrogate modeling for the long-term behavior of PC bridges via FEM analyses and long short-term neural networks

T Tong, X Li, S Wu, H Wang, D Wu - Structures, 2024 - Elsevier
Accurate prediction of long-term behavior of prestressed concrete (PC) bridges is
computationally expensive and complex. One main reason is that accurate finite element …

Evaluating prestress losses in a prestressed concrete girder railway bridge using distributed and discrete fibre optic sensors

C Ye, LJ Butler, MZEB Elshafie… - Construction and Building …, 2020 - Elsevier
This paper evaluates the data collected during a comprehensive monitoring campaign
aimed at capturing the prestress loss behaviour of four 11.9 m prestressed concrete beams …

Deflection-based multilevel structural condition assessment of long-span prestressed concrete girder bridges using a connected pipe system

J Zhou, Z Sun, B Wei, L Zhang, P Zeng - Measurement, 2021 - Elsevier
Several long-span prestressed concrete (PSC) girder bridges have exhibited excessive
deflection over time that can affect their normal use and safety. Thus, monitoring the time …

Long-term deflection monitoring of a box girder bridge with an optical-fiber, liquid-level system

ZK Lee, M Bonopera, CC Hsu, BH Lee, FY Yeh - Structures, 2022 - Elsevier
In this study, a fiber Bragg grating (FBG)–differential settlement measurement (DSM) system
was used to conduct 2-year monitoring of the vertical displacement of a prestressed …

[HTML][HTML] Finite-element based-prediction of the cracking-torsional behavior of prestressed concrete beams with hollow cross-sections

RA Bara'a, RZ Al-Rousan - Results in Engineering, 2025 - Elsevier
Strengthening hollow structural members against torsional loading using the prestressed
concrete (PC) method has received much attention in the last decades from scholars and …