Full-scale shear tests on post-tensioned bridge girders of existing bridges-Reference-Cited by-同舟云学术

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Full-scale shear tests on post-tensioned bridge girders of existing bridges

Published:2017-10-10 Issue:1 Volume:19 Page:5-15
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Huber Patrick¹^ORCID,Vill Markus²,Schweighofer Anton³,Kollegger Johann¹

Affiliation:

1. TU Wien; Institute for Structural Engineering; Vienna Austria

2. FH Campus Wien, Building and Design; University of Applied Sciences; Vienna Austria

3. Bridge Building Department; Office of the Provincial Government of Lower Austria; St Pölten Austria

Publisher

Wiley

Subject

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

Reference27 articles.

1. Comparison of the calculative shear resistance of existing bridges according to Eurocode 2 and fib Model Code 2010 [in German];Huber;Beton Stahlbetonbau,2012

Cited by 9 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. Multidimensional nonlinear numerical simulation of post‐tensioned concrete girders with different prestressing levels;Structural Concrete;2023-08-12

2. Arch Action Model for the structural assessment of existing prestressed concrete bridges;Structural Concrete;2023-05-15

3. A review of research on tether-type submerged floating tunnels;Applied Ocean Research;2023-05

4. Fragility analysis of existing prestressed concrete bridges under traffic loads according to new Italian guidelines;Structural Concrete;2022-08-27

5. Multi-level decision-making strategy for preparation of proof load and failure tests;Engineering Structures;2022-02

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