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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
RTU 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 |