Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
The expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophis...
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| Format: | Article |
| Language: | English |
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Riga Technical University Press
2008-09-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3851 |
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| _version_ | 1846098242561900544 |
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| author | Antanas Kudzys Romualdas Kliukas |
| author_facet | Antanas Kudzys Romualdas Kliukas |
| author_sort | Antanas Kudzys |
| collection | DOAJ |
| description | The expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophisticated probability-based design formats are analysed. A simplified but fairly exact analysis of eccentrically loaded piers by limit state and probabilistic approaches is provided. The design practice of bracing tubular piers using limit state and probabilistic approaches is illustrated by a numerical example. |
| format | Article |
| id | doaj-art-0d9e7d1d19e24c3895a0beba4bcd2e8d |
| institution | Kabale University |
| issn | 1822-427X 1822-4288 |
| language | English |
| publishDate | 2008-09-01 |
| publisher | Riga Technical University Press |
| record_format | Article |
| series | The Baltic Journal of Road and Bridge Engineering |
| spelling | doaj-art-0d9e7d1d19e24c3895a0beba4bcd2e8d2025-01-02T01:19:21ZengRiga Technical University PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882008-09-013316717310.3846/1822-427X.2008.3.167-1732170Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-SectionsAntanas Kudzys0Romualdas Kliukas1Kaunas University of Technology, Institute of Architecture and Construction, Tunelio g. 60, 44405 Kaunas, LithuaniaDept of Strength of Materials, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, LithuaniaThe expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophisticated probability-based design formats are analysed. A simplified but fairly exact analysis of eccentrically loaded piers by limit state and probabilistic approaches is provided. The design practice of bracing tubular piers using limit state and probabilistic approaches is illustrated by a numerical example.https://bjrbe-journals.rtu.lv/article/view/3851bridge pierstubular structuresroad traffic loadseccentric loadinglimit state designprobability-based design |
| spellingShingle | Antanas Kudzys Romualdas Kliukas Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections The Baltic Journal of Road and Bridge Engineering bridge piers tubular structures road traffic loads eccentric loading limit state design probability-based design |
| title | Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections |
| title_full | Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections |
| title_fullStr | Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections |
| title_full_unstemmed | Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections |
| title_short | Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections |
| title_sort | limit state and probabilistic formats in the analysis of bracing piers of annular cross sections |
| topic | bridge piers tubular structures road traffic loads eccentric loading limit state design probability-based design |
| url | https://bjrbe-journals.rtu.lv/article/view/3851 |
| work_keys_str_mv | AT antanaskudzys limitstateandprobabilisticformatsintheanalysisofbracingpiersofannularcrosssections AT romualdaskliukas limitstateandprobabilisticformatsintheanalysisofbracingpiersofannularcrosssections |