Failure and damage of a first‐generation precast prestressed bridge in Slovakia
Author:
Affiliation:
1. Department of Structures and Bridges, Faculty of Civil Engineering University of Zilina Zilina Slovakia
2. Laboratory of Civil Engineering University of Zilina Zilina Slovakia
Funder
The Slovak Research and Development Agency
The Slovak Scientific Grant Agency
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900526
Reference27 articles.
1. Bujnakova P.andStrieška M.Development of precast concrete bridges during the last 50 years in Slovakia 12th international scientific conference of young scientists on sustainable modern and safe transport Transcom. Procedia Engineering.2017; vol192.75–79.https://doi.org/10.1016/j.proeng.2017.06.013
2. Brodňan M. Koteš P.andKotula P.Analysis of short span bridges from prestressed concrete. The Fourth International fib Congress 2014 Mumbai “Improving Performance of Concrete Structures” Mumbai India.2014;91–92.
3. The precast concrete bridge beam: The first 50 years;Taylor HPJ;Struc Engineer,1998
4. Technical report TP 14.The specifications for bridge management system: Ministry of Transport and construction of Slovak Republic. SK;2013.
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