The limit state design of spun concrete columns using load combinations recommended by EN 1990 and ASCE/SEI 7–05
The expediency of using precast spun concrete columns of annular cross‐sections reinforced by high‐strength steel bars is discussed. Test material properties, efficiency factors and resisting compressive stresses of plain and reinforced spun concretes are presented. Modelling a bearing capacity of e...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Vilnius Gediminas Technical University
2009-09-01
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| Series: | Journal of Civil Engineering and Management |
| Subjects: | |
| Online Access: | https://www.bme.vgtu.lt/index.php/JCEM/article/view/6432 |