Analytical Model for Compressive Arch Action in Horizontally Restrained Beam-Column Subassemblages
This paper presents an analytical model to predict the compressive arch action (CAA) of reinforced concrete beam-column subassemblages. In the model, a new method is proposed to quantify the strains of longitudinal reinforcement in the beam. Instead of equivalent rectangular concrete stress block, t...
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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2016
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/84723 http://hdl.handle.net/10220/41928 |
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| Institution: | Nanyang Technological University |
| Language: | English |