Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections
- 1 October 2007
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 29 (10), 2523-2539
- https://doi.org/10.1016/j.engstruct.2006.12.012
Abstract
No abstract availableKeywords
This publication has 4 references indexed in Scilit:
- Modeling of cyclic joint shear deformation contributions in RC beam-column connections to overall frame behaviorSTRUCTURAL ENGINEERING AND MECHANICS, 2004
- New Model for Shear Failure of RC Interior Beam-Column ConnectionsJournal of Structural Engineering, 2001
- RC Beam-Column Joints under Large Load ReversalsJournal of the Structural Division, 1977
- Seismic Resistance of Reinforced Concrete Beam-Column JointsJournal of the Structural Division, 1967