Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests-Reference-Cited by-同舟云学术

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Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests

Published:2024-08 Issue:8 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

De Angelis Alessandra¹^ORCID,Losanno Daniele²^ORCID,Parisi Fulvio³^ORCID,Pecce Maria Rosaria⁴^ORCID

Affiliation:

1. Researcher, Dept. of Engineering, Univ. of Sannio, Benevento 82100, Italy (corresponding author). ORCID: .

2. Researcher, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, Napoli 80138, Italy. ORCID: .

3. Associate Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, Napoli 80138, Italy. ORCID: .

4. Full Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, Napoli 80138, Italy. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6763

Reference35 articles.

1. Real time structural modal identification using recursive canonical correlation analysis and application towards online structural damage detection

2. Prestress force effect on fundamental frequency and deflection shape of PCI beams;Bonopera M.;Struct. Eng. Mech.,2018

3. Experimental study on the fundamental frequency of prestressed concrete bridge beams with parabolic unbonded tendons

4. State-of-the-Art Review on Determining Prestress Losses in Prestressed Concrete Girders

5. Influence of prestressing on the behavior of uncracked concrete beams with a parabolic bonded tendon;Bonopera M.;Struct. Eng. Mech.,2021

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