A simplified calculation method for symmetrical loading of a single-span composite string steel structure
The article presents single-span composite string steel structure. The article discusses the calculation method for the single-span composite string structure when the load is symmetrical, while the string and bottom cable act as absolutely flexible elements. It presents the way the displacements an...
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2019-10-01
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| Series: | Engineering Structures and Technologies |
| Subjects: | |
| Online Access: | https://journals.vgtu.lt/index.php/EST/article/view/11323 |
| _version_ | 1818382522837368832 |
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| author | Edmundas Beivydas |
| author_facet | Edmundas Beivydas |
| author_sort | Edmundas Beivydas |
| collection | DOAJ |
| description | The article presents single-span composite string steel structure. The article discusses the calculation method for the single-span composite string structure when the load is symmetrical, while the string and bottom cable act as absolutely flexible elements. It presents the way the displacements and the shear force in the supports are calculated for the distributed and concentrated loads. Calculations with a pre-tensioned string are provided. The results are compared with the results obtained with the finite element method program. The conclusions present the results obtained. |
| first_indexed | 2024-12-14T02:51:49Z |
| format | Article |
| id | doaj.art-b002743ffd65413a95646d92aa05be04 |
| institution | Directory Open Access Journal |
| issn | 2029-882X 2029-8838 |
| language | English |
| last_indexed | 2024-12-14T02:51:49Z |
| publishDate | 2019-10-01 |
| publisher | Vilnius Gediminas Technical University |
| record_format | Article |
| series | Engineering Structures and Technologies |
| spelling | doaj.art-b002743ffd65413a95646d92aa05be042022-12-21T23:19:44ZengVilnius Gediminas Technical UniversityEngineering Structures and Technologies2029-882X2029-88382019-10-0111210.3846/est.2019.11323A simplified calculation method for symmetrical loading of a single-span composite string steel structureEdmundas Beivydas0Vilnius Gediminas Technical University, Vilnius, LithuaniaThe article presents single-span composite string steel structure. The article discusses the calculation method for the single-span composite string structure when the load is symmetrical, while the string and bottom cable act as absolutely flexible elements. It presents the way the displacements and the shear force in the supports are calculated for the distributed and concentrated loads. Calculations with a pre-tensioned string are provided. The results are compared with the results obtained with the finite element method program. The conclusions present the results obtained.https://journals.vgtu.lt/index.php/EST/article/view/11323bridgesymmetrical loadsuspended cablestringnonlinear analysishanging road |
| spellingShingle | Edmundas Beivydas A simplified calculation method for symmetrical loading of a single-span composite string steel structure Engineering Structures and Technologies bridge symmetrical load suspended cable string nonlinear analysis hanging road |
| title | A simplified calculation method for symmetrical loading of a single-span composite string steel structure |
| title_full | A simplified calculation method for symmetrical loading of a single-span composite string steel structure |
| title_fullStr | A simplified calculation method for symmetrical loading of a single-span composite string steel structure |
| title_full_unstemmed | A simplified calculation method for symmetrical loading of a single-span composite string steel structure |
| title_short | A simplified calculation method for symmetrical loading of a single-span composite string steel structure |
| title_sort | simplified calculation method for symmetrical loading of a single span composite string steel structure |
| topic | bridge symmetrical load suspended cable string nonlinear analysis hanging road |
| url | https://journals.vgtu.lt/index.php/EST/article/view/11323 |
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