Collapse of Existing Bridges: From the Lesson of La Reale Viaduct to the Definition of a Partial Safety Coefficient of Variable Traffic Loads-Reference-Cited by-同舟云学术

Collapse of Existing Bridges: From the Lesson of La Reale Viaduct to the Definition of a Partial Safety Coefficient of Variable Traffic Loads

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ferro Giuseppe Andrea¹^ORCID,Restuccia Luciana²,Falliano Devid³^ORCID,Devitofranceschi Achille⁴,Gemelli Angelo⁵

Affiliation:

1. Full Professor, Dept. of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy. ORCID: .

2. Assistant Professor, Dept. of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy.

3. Research Fellow, Dept. of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy (corresponding author). ORCID: .

4. Technical Manager, ANAS S.p.A., via Mozambano, 10, Rome 00185, Italy.

5. Project Controls Technician, ANAS S.p.A., via Mozambano, 10, Rome 00185, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003458

Reference30 articles.

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2. Ahmed, G. H., and O. Q. Aziz. 2019. “Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis.” In Vol. 20 of Structures, 527–542. Amsterdam, Netherlands: Elsevier. https://doi.org/10.1016/j.istruc.2019.06.007.

3. Time-dependent interaction between load rating and reliability of deteriorating bridges

4. Bridge Load Testing: State-of-the-Practice

5. Damage and collapse mode of existing post tensioned precast concrete bridge: The case of Petrulla viaduct

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