Modeling of interior reinforced concrete beam‐column joint based on an innovative theory of joint shear failure
Abstract A two‐dimensional macroelement is proposed for reinforced concrete interior beam‐column joints based on an innovative theory of joint shear hinging failure. The new joint model maintains the original aspect of the mechanical model of the joint shear hinging failure theory, in which concrete...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-07-01
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| Series: | Japan Architectural Review |
| Subjects: | |
| Online Access: | https://doi.org/10.1002/2475-8876.12076 |