Vibration Monitoring of a Railway Bridge Using Distributed Macro-strain Data Obtained with Fiber Bragg Gratings

Edwin Reynders; Dimitrios Anastasopoulos; Guido De Roeck

doi:10.1007/978-3-030-74258-4_20

Vibration Monitoring of a Railway Bridge Using Distributed Macro-strain Data Obtained with Fiber Bragg Gratings

In: Vibration Monitoring of a Railway Bridge Using Distributed Macro-strain Data Obtained with Fiber Bragg Gratings (Lecture notes in civil engineering)

Chapter In A Book 2021 English

Discussion(0)

No comments yet. Be the first to comment.

Related publications

Article2015

Online response estimation using vibration data from a limited number of sensors for a composite railway bridge

Kristof Maes, Eliz‐Mari Lourens, Kai Liu, Costas Papadimitriou, Guido De Roeck, Geert Lombaert

Article2012

Ambient Vibration Test of the Guadalquivir Railway Bridge

Thanh Bui-Tien, Leqia He, Guido De Roeck

Chapter in a book2020

Model Updating for a Railway Bridge Using a Hybrid Optimization Algorithm Combined with Experimental Data

H. Tran-Ngoc, H. Ho-Khac, T. Le-Xuan, Hieu Nguyen-Tran, Guido De Roeck, Thanh Bui-Tien, Magd Abdel Wahab

Article2020

AUTOMATED OPERATIONAL MODAL ANALYSIS OF A STEEL ARCH BRIDGE FROM DYNAMIC SUB-MICROSTRAIN FIBER BRAGG GRATING DATA

Dimitrios Anastasopoulos, Guido De Roeck, Edwin Reynders

EURODYN ...

Chapter in a book2020

Substructuring-Based Damage Assessment of a Steel Railway Bridge Using Operational Modal Data

Long He, Edwin Reynders, Volkmar Zabel, Giuseppe Carlo Marano, Bruno Briseghella, Guido De Roeck

Vibration Monitoring of a Railway Bridge Using Distributed Macro-strain Data Obtained with Fiber Bragg Gratings

Abstract

Discussion(0)

Related publications

Online response estimation using vibration data from a limited number of sensors for a composite railway bridge

Ambient Vibration Test of the Guadalquivir Railway Bridge

Model Updating for a Railway Bridge Using a Hybrid Optimization Algorithm Combined with Experimental Data

AUTOMATED OPERATIONAL MODAL ANALYSIS OF A STEEL ARCH BRIDGE FROM DYNAMIC SUB-MICROSTRAIN FIBER BRAGG GRATING DATA

Substructuring-Based Damage Assessment of a Steel Railway Bridge Using Operational Modal Data