Results 31 to 40 of about 1,145 (124)

Bridge Health State Assessment and Multiscale Deterioration Modeling: Methods, Challenges, and Future Prospects

Structural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Bridge deterioration modeling plays a crucial role in infrastructure maintenance and lifespan prediction. Current methodologies evolve along three axes: (1) Mechanism‐driven models, which leverage structural mechanics and material degradation theories to provide detailed insights into the physical processes underlying deterioration, constrained by ...
Kangliying Yin, Hanbin Luo, Yixiao Shao, Wenli Liu, Zoran Rakicevic   +4 more
wiley   +1 more source

Infrastructure Anomaly Detection: A Study of the Settefonti Bridge Through Continuous OMA and Artificial Intelligence

Structural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
This paper presents a novel approach for anomaly detection on the Settefonti Bridge by combining advanced operational modal analysis (OMA) technique with artificial intelligence. Ambient vibration data from accelerometers is processed using the covariance‐driven stochastic subspace identification (CoV‐SSI) method to extract modal parameters, which are ...
Israel Alejandro Hernández-González, José Solís-Hernández, Paula López-Arévalo, Federico Di Gennaro, Noemi Jiménez-Redondo, Young-Jin Cha   +5 more
wiley   +1 more source

Impact Resistance of Steel Fiber All‐Lightweight Concrete Beams Based on the Effect of Fiber Type

Shock and Vibration, Volume 2026, Issue 1, 2026.
The mechanical performance of all‐lightweight concrete (ALC) structures can be significantly improved through the incorporation of steel fibers. However, research on the dynamic response of steel fiber–reinforced all‐lightweight concrete (SFALC) structures under impact loading remains limited.
XiuLi Wang, Ao Zheng, Ya Chang, Yongqi Li, Fabio Minghini   +4 more
wiley   +1 more source

Probabilistic Seismic Performance Assessment of an RC Bridge Considering Corrosion‐Affected Bond‐Slip and Steel Bar Buckling

Earthquake Engineering &Structural Dynamics, Volume 54, Issue 14, Page 3594-3609, November 2025.
ABSTRACT Reinforced concrete (RC) bridges are designed to remain safe and functional for their lifetime, during which the impacts of aging may result in performance degradation. Steel bar corrosion is one of the most common causes of structural performance degradation in RC structures subjected to earthquakes in seismic‐prone areas.
Shaghayegh Abtahi, Yong Li
wiley   +1 more source

Efficient bridge damage detection using a lightweight attention‐based modeling framework

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 27, Page 4758-4773, 14 November 2025.
Abstract Currently, real‐time assessment of surface damage to bridges is crucial for ensuring infrastructure safety. Unfortunately, existing methods often present a challenge: overly complex computational models are incompatible with systems that have limited resources, while lightweight models struggle to achieve sufficient detection accuracy.
Junjie Huang, Yongzhuo Zhu, Mingfu Xiong, Javier Del Ser, Aziz Alotaibi, João Paulo Papa, Khan Muhammad   +6 more
wiley   +1 more source

Avaliação dos valores de destorque dos parafusos de titânio em pilares personalizáveis sobre implantes com hexágono externo: um estudo in vivo [PDF]

, 2012
Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro de Ciências da Saúde, Programa de Pós-Graduação em Odontologia, Florianópolis, 2012Avaliar os valores de diferentes técnicas de destorque dos parafusos de titânio em pilares ...
Medina, Carolina Enith Bullen
core  

Structural behavior of deteriorated Gerber half‐joints in highway overpasses by nonlinear finite element analysis combined with a simplified uniform‐corrosion model

Structural Concrete, Volume 26, Issue 5, Page 5677-5707, October 2025.
Abstract Gerber half‐joints, broadly used in the last century as elements of concrete bridges, are prone to corrosion‐induced deterioration, which may lead to brittle shear collapse. It is of paramount importance to develop advanced numerical models for simulating the collapse behavior of Gerber half‐joints, taking material deterioration into account ...
Dario De Domenico, Nino Spinella, Davide Messina, Matteo Mazzeo, Antonino Recupero   +4 more
wiley   +1 more source

Reliability and partial factor‐based assessment of a highway bridge supported by nondestructive testing

Structural Concrete, Volume 26, Issue 5, Page 5535-5554, October 2025.
Abstract The preservation of the degrading transport infrastructure is vital, as replacing it is impossible in view of limited budgets and environmental impacts. One component in overcoming this challenge is the evaluation of the reliability and the calculation of the remaining service life of existing structures.
Stefan Küttenbaum, Thomas Braml, Marco Heinze, Christian Kainz, Christian Stettner, Alexander Taffe   +5 more
wiley   +1 more source

Resistência de três diferentes interfaces implante-pilar ao teste de fadiga [PDF]

, 2009
Tese (doutorado) - Universidade Federal de Santa Catarina, Centro de Ciências da Saúde. Programa de Pós-Graduação em Odontologia.O desenho da interface implante-pilar e as propriedades retentivas das junções parafusadas afetam o comportamento mecânico ...
Ribeiro, Cleide Gisele
core  

A Review of Technical Advances and Applications of Intelligent Inspection Robots in Structural Health Monitoring

SmartBot, Volume 1, Issue 3, September 2025.
This review presents recent advances in intelligent inspection robots for structural health monitoring. It highlights key technologies in sensing, data processing, and fault localization, along with challenges and future directions. The aim is to support practical deployment and promote intelligent, efficient, and autonomous monitoring systems ...
Dongjie Li, Huaitao Shi, Bing Cai, Xiaotian Bai, Lu Chen, Gang Han, Chenghong Mi   +6 more
wiley   +1 more source