Spectral Analysis and Prediction of the Wave Forces Acting on Coastal Bridge Decks

Fang, Qinghe; Zhou, Jianjun; Zhou, Peng

doi:10.1007/s12205-021-1334-9

Cited by 5 publications

(2 citation statements)

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“…Immersed boundary method was also employed to study wave-bridge deck interactions [21]. As a time-varying dynamic system, the time-frequency characteristics of waves play an important role in the wave-structure interactions, and many scholars also have carried out relevant studies [22][23][24][25]. The influence of different wave frequencies on the motion of floating bridges was investigated [26].…”

Section: Introductionmentioning

confidence: 99%

“…It is demonstrated that the second-order difference-frequency wave loads contribute significantly to sway motion, axial force, and strong axis bending moments along floating bridges. The spectral analysis of the vertical wave forces acting on bridge decks by Fourier, wavelet, and Hilbert-Huang transform (HHT) methods were used, and then an empirical formula is proposed to predict the vertical wave forces [25]. Wavelet transforms was introduced to analyze the local characteristics of the incident waves, incline forces and transfer functions between them [27].…”

Section: Introductionmentioning

confidence: 99%

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A Hybrid Surrogate Model for the Prediction of Solitary Wave Forces on the Coastal Bridge Decks

Wang

Xue

2021

Infrastructures

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To facilitate the establishment of the probabilistic model for quantifying the vulnerability of coastal bridges to natural hazards and support the associated risk assessment and mitigation activities, it is imperative to develop an accurate and efficient method for wave forces prediction. With the fast development of computer science, surrogate modeling techniques have been commonly used as an effective alternative to computational fluid dynamics for the establishment of a predictive model in coastal engineering. In this paper, a hybrid surrogate model is proposed for the efficient and accurate prediction of the solitary wave forces acting on coastal bridge decks. The underlying idea of the proposed method is to enhance the prediction capability of the constructed model by introducing an additional surrogate to correct the errors made by the main predictor. Specifically, the regression-type polynomial chaos expansion (PCE) is employed as the main predictor to capture the global feature of the computational model, whereas the interpolation-type Kriging is adopted to learn the local variations of the prediction error from the PCE. An engineering case is employed to validate the effectiveness of the hybrid model, and it is observed that the prediction performance (in terms of residual mean square error and correlation coefficient) of the hybrid model is superior to the optimal PCE and artificial neural network (ANN) for both horizontal and vertical wave forces, albeit the maximum PCE degrees used in the hybrid model are lower than the optimal degrees identified in the pure PCE model. Moreover, the proposed hybrid model also enables the extraction of explicit predictive equations for the parameters of interest. It is expected that the hybrid model could be extended to more complex wave conditions and structural shapes to facilitate the life-cycle structural design and analysis of coastal bridges.

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