Structural Health Monitoring of Large Civil Engineering Structures
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Varying EOCs have a significant effect on damage signatures and are recognized as a major concern for the reliability and accuracy of current SHM systems.
“As outlined above, varying EOCs have a significant effect on damage signatures and have been recognized by the research community as a major concern for the reliability and accuracy of current SHM systems [140].”
From Effects of Environmental and Operational Conditions on Structural Health Monitoring and Non-Destructive Testing: A Systematic Review (2023) · cites this paper as [140]
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“nvironmental and mechanical factors. The short term and long term damages cause the structures to age and shorten the design life which makes the monitoring process an important aspect for structures [1]. Monitoring structural damage on structures started with visual inspection and evolved in time with tremendous deve…”
BackgroundMachine Learning Algorithms in Civil Structural Health Monitoring: A Systematic Review
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“Causes of degradation of bridge structures include materials aging [49], corrosion of metals [137] and structural supports [140], mechanical overloading and other damage mechanisms [24].”
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“As outlined above, varying EOCs have a significant effect on damage signatures and have been recognized by the research community as a major concern for the reliability and accuracy of current SHM systems [140].”
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“The model of motion for the linear damped forced vibration of a structural dynamic system with a total number of M degrees of freedom can be expressed as [1]”
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“Third, WS-based SHM systems implement real-time and autonomous monitoring [4,30,31].”
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“However, the fractal dimension of a regular time series normally lies within the range [1, 2].”
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“The dynamic stiffness Z(ω) can be defined as the inverse of the frequency response [18] Z(ω) = H(ω)−1 = (−ω2M+ jωC+K) .”
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Bearing assessment tool for longitudinal bridge performance
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“Over the last decades, monitoring systems have gained importance in our society [1,2].”
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“Local monitoring involves the evaluation of specific parameters in the structure, which is usually employed for non-complex and modern constructions [37,43,133–135].”
BackgroundA Framework for Long-Term Vibration-Based Monitoring of Bridges
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“The main drawback revealed by real-world cases is the difficulty in achieving GPS positioning accuracy [9].”
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“…damage identification: (1) emergence of the damage, (2) damage localization, (3) damage type (e.g. cracks, steel yielding and concrete spalling), (4) severity or extent of the damage and (5) structural prognosis to predict the remaining useful life (Chen and Ni, 2018; Tadeusz and Staszewski, 2013).”
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“2,21 As shown in Figure 2, the T-type MDOF model has four masses moving in the vertical direction, and three surrounding masses are connected to the central mass with damper-spring components.”
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Structural Health Monitoring Using Synchrosqueezed Wavelet Transform on IASC-ASCE Benchmark Phase I
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“The procedure described above was made available to perform a comprehensive survey of large road bridges, according to [55].”
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“[18,19] Additionally, covering large infrastructure with conventional strain gauges is challenging due to the extensive number of sensors required and the associated installation and monitoring complexity.”
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“…is often used in large buildings and consists of an embedded steel reinforcement; in this case, the best sensor position for the monitoring of a structure manufactured with reinforcing concrete is precisely on the steel reinforcing, in other words, with the sensors embedded in the concrete [16].”
How can sensors be used for sustainability improvement?
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SENSING RAIL SYSTEM WITH PIEZOELECTRIC ELEMENTS
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“SHM is a very current topic in many other engineering fields such as mechanical engineering [Salameh 2018], civil infrastructure [Chen 2018], aviation industry [Qing 2019] and others.”
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“30 In this method, the error between the experimental data and the initial model is determined using an objective function, and then the function is minimized by different optimization methods to obtain the updated model with the least error, in a way that the optimal value of the finite element…”
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- Authors
- Chen, H., & Ni, Y.
- Affiliations
- University of Greenwich (GB)
- Hong Kong Polytechnic University (HK)
- ORCID
- Ni, Yi‐Qing
- Venue
- Wiley eBooks
- Publisher
- Wiley
- Published
- 2018-02-02
- OpenAlex
- W2792411901
- Cited by
- 223
- References
- 0
- Citations by year
- 2026: 9 · 2025: 29 · 2024: 41 · 2023: 43 · 2022: 22 · 2021: 37 · 2020: 23 · 2019: 11 · 2018: 7 · 2017: 1
- FWCI
- 31.47
- Type
- book
- Language
- en
- Open access
- closed
- Locations
- Wiley eBooks (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Materials Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Infrastructure Maintenance and Monitoring
- Keywords
- structural health monitoring, infrastructure monitoring, structural assessment
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Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
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