Predicting shear strength of RC interior beamcolumn joints by modified rotating-angle softened-truss model
The modified rotating-angle softened-truss model (MRA-STM) is presented. MRA-STM with the deep-beam analogy is used to analyse RC interior beamcolumn joints. Computational scheme and solution procedure for the proposed analysis are presented. The proposed model provides an effective means of solving the problems.
shear strength interior beamcolumn joints softened-truss model reinforced concrete