Influence of strand rupture on flexural behavior of reduced-scale prestressed concrete bridge girders with different prestressing levels-Reference-Cited by-同舟云学术

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Influence of strand rupture on flexural behavior of reduced-scale prestressed concrete bridge girders with different prestressing levels

Published:2024-02 Issue: Volume:301 Page:117358
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Losanno Daniele,Galano Simone,Parisi Fulvio

Funder

Compagnia di San Paolo

University of Naples Federico II

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. Design of Prestressed Concrete Structures;Lin,1981

2. Grouting of post-tensioning tendons;Series;VSL Int Ltd, Lyssach, Switz,2002

3. Prestressed reinforced concrete bridges: state of art of the Italian existing stock;Galano;Proc Ital Concr Conf 12-15 Oct 2022, Naples, Italy,2022

4. Seismic vulnerability of the Italian roadway bridge stock;Borzi;Earthq Spectra,2015

5. Assessment of existing reinforced-concrete bridges under road-traffic loads according to the new Italian guidelines;Cosenza;Struct Concr,2021

Cited by 1 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 and numerical investigation of punching and post-punching shear capacities of post-tensioned flat plate slab-column joints influenced by prestressing levels;Engineering Structures;2024-08

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