Evidence map›Paper›PMID 38005571›Full record

ArticleSensors (Basel, Switzerland)2023

Bridge Model Updating Based on Wavelet Neural Network and Wind-Driven Optimization.

Haifang He, Baojun Zeng, Yulong Zhou, Yuanyuan Song, Tianneng Zhang, Han Su, Jian Wang

Open access · goldAbstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
1.2field-weighted citation impact, top 23% of its field
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

2 citing papers in PubMed, 8 citations in OpenAlex.

  1. Article
  2. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors at 3 institutions in 1 country.

Haifang HeNational Engineering Laboratory of Bridge Safety and Technology (Beijing), Research Institute of Highway Ministry of Transport, Beijing 100088, China.
Baojun ZengAnhui Provincial Highway Management Service Center, Hefei 230022, China.
Yulong ZhouNational Engineering Laboratory of Bridge Safety and Technology (Beijing), Research Institute of Highway Ministry of Transport, Beijing 100088, China.ORCID 0000-0002-2424-4611
Yuanyuan SongSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Tianneng ZhangSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Han SuSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Jian WangSchool of Civil Engineering, Sun Yat-sen University, Guangzhou 510275, China.ORCID 0000-0003-3117-6060
Beijing Jiaotong University · CNMinistry of Transport · CNSun Yat-sen University · CN

Funding

Open Project of National Engineering Laboratory of Bridge Safety and Technology 003-04150201122Open Project of National Engineering Laboratory of Bridge Safety and Technology 76140-42990014
6 · The paper itself

Abstract

Aging, corrosive environments, and inadequate maintenance may result in performance deterioration of civil infrastructures, and finite element model updating is a commonly employed structural health monitoring procedure in civil engineering to reflect the current situation and to ensure the safety and serviceability of structures. Using the finite element model updating process to obtain the relationship between the structural responses and updating parameters, this paper proposes a method of using the wavelet neural network (WNN) as the surrogate model combined with the wind-driven optimization (WDO) algorithm to update the structural finite element model. The method was applied to finite element model updating of a continuous beam structure of three equal spans to verify its feasibility, the results show that the WNN can reflect the nonlinear relationship between structural responses and the parameters and has an outstanding simulation performance; the WDO has an excellent ability for optimization and can effectively improve the efficiency of model updating. Finally, the method was applied to update a real bridge model, and the results show that the finite element model update based on WDO and WNN is applicable to the updating of a multi-parameter bridge model, which has practical significance in engineering and high efficiency in finite element model updating. The differences between the updated values and measured values are all within the range of 5%, while the maximum difference was reduced from -10.9% to -3.6%. The proposed finite element model updating method is applicable and practical for multi-parameter bridge model updating and has the advantages of high updating efficiency, reliability, and practical significance.

Indexed as

bridgefinite element model updatingsurrogate modelwavelet neural networkwind-driven optimization

Identifiers

PMID38005571
PMCPMC10674818
OpenAlexW4388703791

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.