Behavior Evaluation for Reinforced Concrete Columns with Rectangular Hollow Section Subjected to Axial Compression and Biaxial Bending
In order to evaluate the behavior of reinforced concrete columns with rectangular hollow section subjected to axial compression and biaxial bending, the calculation formula of load capacity and moment-curvature relationship are derived according to the distribution type of neutral axis in this paper...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
RTU Press
2016-03-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3320 |