Computer modeling of road bridge for simulation moving load
In this paper is shown computational modelling one span road structures truss bridge with the roadway on the upper belt of. Calculation models were treated as planar and spatial girders made up of 1D finite elements with applications for CAA: Tower and Bridge Designer 2016 (2nd Edition). The conduct...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Faculty of civil engineering, Subotica
2016-01-01
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| Series: | Zbornik Radova Građevinskog Fakulteta |
| Subjects: | |
| Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2016/0352-68521630017M.pdf |
| Summary: | In this paper is shown computational modelling one span road structures truss bridge with the roadway on the upper belt of. Calculation models were treated as planar and spatial girders made up of 1D finite elements with applications for CAA: Tower and Bridge Designer 2016 (2nd Edition). The conducted computer simulations results are obtained for each comparison of the impact of moving load according to the recommendations of the two standards SRPS and AASHATO. Therefore, it is a variant of the bridge structure modeling application that provides Bridge Designer 2016 (2nd Edition) identical modeled in an environment of Tower. As important information for the selection of a computer applications point out that the application Bridge Designer 2016 (2nd Edition) we arent unable to treat the impacts moving load model under national standard - V600. . |
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| ISSN: | 0352-6852 2334-9573 |