Abstract
A parametric study on the influence of different parametres to the joint shear strength was presented. To predict the failure modes and loads of the tests of experimental databases, a strut and tie model with new truss model was used. The truss and strut mechanism determined the joint shear, recommended some designs and predicted the modes and load failure accurately. The model predicted that the column bar ratio had no influence on joint shear strength and was independent of column axial load.
Original language | English |
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Pages (from-to) | 427-436 |
Number of pages | 10 |
Journal | Advances in Earthquake Engineering |
Volume | 9 |
Publication status | Published - 2001 |
Event | Third International Conference on Earthquake Resistant Engineering Structures, ERES III - Malaga, Spain Duration: 4 Sept 2001 → 6 Sept 2001 |