Analytical observability method for the structural system identification of wide-flange box girder bridges with the effect of shear lag-Reference-Cited by-同舟云学术

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Analytical observability method for the structural system identification of wide-flange box girder bridges with the effect of shear lag

Published:2021-11 Issue: Volume:131 Page:103879
ISSN:0926-5805
Container-title:Automation in Construction
language:en
Short-container-title:Automation in Construction

Author:

Sun Yuan,Xu Yaren,Lozano-Galant José Antonio,Wang Xiaoming,Turmo José

Publisher

Elsevier BV

Subject

Building and Construction,Civil and Structural Engineering,Control and Systems Engineering

Reference42 articles.

1. A system identification methodology to monitor construction activities using structural responses;Soman;Autom. Constr.,2017

2. Non-destructive means and methods for structural diagnosis of masonry arch bridges;Sánchez-Aparicio;Autom. Constr.,2019

3. Field measurements for identification of modal parameters for high-rise buildings under construction or in use;Yun;Autom. Constr.,2021

4. Signal pattern recognition for damage diagnosis in structures;Qiao;Comput.-Aided Civ. Inf.,2012

5. Multi-objective optimization of sensor and excitation layouts for frequency response function-based structural damage identification;Raich;Comput.-Aided Civ. Inf.,2012

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental Study on Shear Lag Effect of Long-Span Wide Prestressed Concrete Cable-Stayed Bridge Box Girder under Eccentric Load;Construction Materials;2024-05-20

2. A modified analysis method of mechanical properties of trapezoidal composite box girders;Archive of Applied Mechanics;2024-02-22

3. Enhanced adaptive sequential Monte Carlo method for Bayesian model class selection by quantifying data fit and information gain;Mechanical Systems and Signal Processing;2024-01

4. Automated simplified structural modeling method for megatall buildings based on genetic algorithm;Journal of Building Engineering;2023-10

5. Numerical simulation and simplified calculation of the effective slab width for composite cable-stayed bridges;Structures;2022-05

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