Experimental study on the flexural resistance of existing prestressed hollow-core slab beams-Reference-Cited by-同舟云学术

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Experimental study on the flexural resistance of existing prestressed hollow-core slab beams

Published:2024-05 Issue: Volume:63 Page:106323
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Lei Zuxiang,Zhong Feiyang^ORCID,Yang Chao^ORCID,Tong Lihong,Xu Xinglong,You Yongli

Publisher

Elsevier BV

Reference22 articles.

1. Capacity evaluation of a severely distressed and deteriorated 50-year-old box beam with limited data;Attanayake;J Perform Constr Facil,2011

2. Dynamic behavior investigation of reinforced concrete bridge under multi-hazard effect of rockfall impact and material corrosion;Sun;Structures,2023

3. Failure mode-based calculation method for bending bearing capacities of normal cross-sections of corroded reinforced concrete beams;Jiang;Eng Struct,2022

4. Investigating the nonlinear performance of corroded reinforced concrete beams;Meet;J Build Eng,2021

5. Development of flexural strength rating procedures for adjacent prestressed concrete box girder bridges;Naito;J Bridge Eng,2011

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. Analytical Models for Shear-bearing Capacity of Hollow Core Beams Strengthened with HPC and Shear Steel Rebars;KSCE Journal of Civil Engineering;2024-08-03

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