Orban, Zoltan and Juhasz, Tamas (2016) New simple method for the assessment of masonry arch bridges. Pollack Periodica, 11 (1). pp. 3-12. ISSN 1788-1994
|
Text
606.2016.11.1.1.pdf Download (294kB) | Preview |
Abstract
The paper presents an approximation method for the assessment of the load carrying capacity of masonry arch railway bridges. The method is a simple semi-empirical tool for the initial level assessment that is considered to serve as a first sieve and provides conservative values for the load-carrying capacity and permissible axle load of single-span arches. The proposed method is based on results obtained by the RING 2.0 masonry arch bridge analysis software. The method uses a closed mathematical formula to calculate the carrying capacity and its input parameters can easily be determined by simple site inspections or using data from bridge files.
Item Type: | Article |
---|---|
Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
Depositing User: | xAnikó xZsoldos |
Date Deposited: | 03 May 2017 09:52 |
Last Modified: | 30 Apr 2018 23:15 |
URI: | http://real.mtak.hu/id/eprint/52277 |
Actions (login required)
![]() |
Edit Item |