Experimental Study on the Shear Performance of Steel-Truss-Reinforced Concrete Beam-Column Joints
In order to study the influence of the axial compression ratio and steel ratio on the shear-carrying capacity of steel-truss-reinforced beam-column joints, five shear failure interior joint specimens were designed. The effect of different coaxial pressure ratios (0.1, 0.2, and 0.3) and steel content...
| Hoofdauteurs: | , , , |
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| Formaat: | Artikel |
| Taal: | English |
| Gepubliceerd in: |
Wiley
2021-01-01
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| Reeks: | Advances in Civil Engineering |
| Online toegang: | http://dx.doi.org/10.1155/2021/5580581 |