Insights into structural assessment and long-term effects of a post-tensioned multispan concrete box girder bridge with vertically prestressed internal joints-Reference-Cited by-同舟云学术

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Insights into structural assessment and long-term effects of a post-tensioned multispan concrete box girder bridge with vertically prestressed internal joints

Published:2024-05 Issue: Volume:63 Page:106396
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Galassi Sconocchia Giuseppe,Mariani Francesco^ORCID,Ierimonti Laura,Meoni Andrea^ORCID,Venanzi Ilaria^ORCID,Ubertini Filippo^ORCID

Publisher

Elsevier BV

Reference50 articles.

1. Numerical simulation by the finite element method of the constructive steps of a precast prestressed segmental bridge;Machado;Struct Eng Mech,2023

2. Construction stage analysis of continuous box girder bridge constructed via full staging and balance cantilever method;Belwal;Lect Notes Civ Eng,2023

3. Simulating creep induced moment redistribution in prestressed concrete bridges constructed by the balanced cantilever method: ad hoc traditional formulae versus real time-dependent analysis;Rashed;J Eng Appl Sci,2023

4. Analysis on the causes of cracking and excessive deflection of long span box girder bridges based on space frame lattice models;Jin;Structures,2023

5. Experimental study and analysis for the long-term behavior of the steel–concrete composite girder bridge;Zhang;Structures,2023

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