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Advanced Sensors for Bridge Optimization, Condition and Resilience Monitoring

A special issue of Sensors (ISSN 1424-8220). This special issue belongs to the section "Physical Sensors".

Deadline for manuscript submissions: closed (31 December 2020) | Viewed by 3459

Special Issue Editors


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Guest Editor
School of Civil Engineering & Architecture at the Wuhan University of Technology, Wuhan, China
Interests: damage detection; dynamic analysis; correlation analysis; transmissibility

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Guest Editor
Engineering Research Center of Railway Environment Vibration and Noise, Ministry of Education, East China Jiaotong University, Nanchang, China
Interests: static and dynamic structural analysis; vibration mitigation; noise control; rail system components, including floating track slabs
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Laboratory of Statistics, ETS Ingenieros Industriales, Universidad Politécnica de Madrid, Spain
Interests: analysis of modal operations; EM algorithms
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Various categories of bridges, including suspension bridges and cable-stayed bridges, have been constructed in the last few decades. After long-term service with maintenance and repair, the need to save on costs by using optimization algorithms has arisen as an indispensable task in terms of economic considerations with the increasing application of machine learning and artificial intelligence for bridge condition and resilience monitoring. The full life-cycle of a bridge includes design, construction, management, maintenance, and repair, which integrate various directions of research, such as sensing techniques, structural dynamic analysis, data fusion, vibration mitigation, and soil dynamics. In most of these research directions, optimization algorithms using machine learning and artificial intelligence can not only be used to optimize the spatial geometry, but also to obtain the design that optimizes the cost. In addition, these algorithms can also optimize the sensor placement and management system.

This Special Issue aims to explore the advances of machine learning and artificial intelligence in bridge optimization and bridge condition and resilience monitoring. This includes studies from multidisciplinary fields; therefore, studies related to advances in bridge design, bridge condition monitoring, sensing techniques, and data processing from discrete fields, such as computer vision and civil engineering, are all welcome.

This Special Issue also intends to publish high-quality original research articles regarding advances in sensing techniques and structural dynamics and control, and reviews describing the latest developments. Original, high-quality contributions that have not been published elsewhere are the target of this Special Issue.

Potential topics include, but are not limited to:

  • suspension bridge optimization;
  • cable-stayed bridge optimization;
  • bridge design optimization;
  • sensor placement optimization;
  • field testing advancements;
  • advanced sensing systems;
  • embedded sensing systems;
  • long-term condition monitoring;
  • machine learning in data processing;
  • big data processing and management;
  • structural vibration control;
  • system identification; and
  • model updating.

Dr. Yun Lai Zhou
Dr. Hongyou Cao
Prof. Dr. Linya Liu
Dr. Francisco Javier Cara Cañas
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Sensors is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • bridge optimization
  • suspension bridge
  • cable-stayed bridges
  • footbridge
  • structural optimization
  • management system optimization
  • sensing technique
  • data processing
  • structural dynamics
  • machine learning
  • artificial intelligence

Published Papers (1 paper)

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Research

24 pages, 10048 KiB  
Article
Research on Multi-Alternatives Problem of Finite Element Model Updating Based on IAFSA and Kriging Model
by Juntao Kang, Xueqiang Zhang, Hongyou Cao and Shiqiang Qin
Sensors 2020, 20(15), 4274; https://doi.org/10.3390/s20154274 - 31 Jul 2020
Cited by 7 | Viewed by 2142
Abstract
Due to insufficient test data, insufficient constraint equations and uncertain objective function, the local optimal solution and the global optimal solution of the objective function in finite element model updating may represent the actual parameters of the structure. Based on this, this paper [...] Read more.
Due to insufficient test data, insufficient constraint equations and uncertain objective function, the local optimal solution and the global optimal solution of the objective function in finite element model updating may represent the actual parameters of the structure. Based on this, this paper proposes an improved artificial fish school algorithm. By combining the niche technology with the artificial fish school algorithm, the improved algorithm can systematically find multiple global optimal solutions and local optimal solutions of the objective function. Aiming at the difficulty of determining the niche radius, an adaptive niche radius mechanism is proposed. The improved algorithm is used to study the multi-alternatives problem of finite element model updating after verifying its feasibility through numerical simulation analysis. In the case of benchmark framework model updating, it is confirmed that multi-alternative problems exist and the global optimal solution of the objective function does not necessarily represent the true parameters of the structure. In case 2, the improved algorithm combined with the Kriging model is applied to the model updating of a cable-stayed footbridge, and 15 sets of solutions are obtained, in which the error objective function values of the measured and theoretical values of the bridge modes are close but the solutions are completely different. Combining with the actual bridge condition and reanalysis technology, the author takes the suboptimal solution 2 as the most representative solution of the bridge parameters, which reduces the possibility of misjudgment of structural parameters. Full article
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