Finite Element Model Updating of Large-Span-Cable-Stayed Bridge Based on Response Surface

Finite Element Model Updating of Large-Span-Cable-Stayed Bridge Based on Response Surface

Finite element (FE) model updating based on the response surface method using load test data of a cable-stayed bridge. This paper presents a case study of a cable-stayed bridge in which the FE model is refined using the response surface method based on experimental data from dead load and dynamic lo...

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Bibliographic Details
Main Authors: Yanjun Lv, Juchao Wu, Junlong Li, Wei Wang, Tongning Wang, Ye Yuan, Jianing Wang
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
response surface
cable stayed bridge
design of experiments
model updating
Online Access:https://www.mdpi.com/2075-5309/15/13/2247
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