Non-Linear Strut and Tie Modelling Approach of Retrofitted Reinforced Concrete Beam Column Joint by Prestress Joint Enlargement
| Müellif | S.Ahmad Nezami, Jalil Shafaei |
| Materyal türü | Basma eser |
| Dil | Farsça |
| Tarih | 2024 |
| Yüzyıl | 21. yüzyıl |
| Kurum | Internet Archive |
| Kaynak | Internet Archive |
| Not | The need to retrofitted beam-to-column joints, which are made without observing seismic details, is definitely a live and important issue. Connection damage is reported as one of the most worrying causes of building chain collapse in effective earthquakes. The absence of transverse reinforcement and |
S.Ahmad Nezami, Jalil Shafaei, Non-Linear Strut and Tie Modelling Approach of Retrofitted Reinforced Concrete Beam Column Joint by Prestress Joint Enlargement, 2024, Internet Archive, https://archive.org/details/b_20250410.