Moment–rotation behavior of double angle connections subjected to shear load
- 30 October 2001
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 24 (1), 125-132
- https://doi.org/10.1016/s0141-0296(01)00014-1
Abstract
No abstract availableKeywords
This publication has 8 references indexed in Scilit:
- Simple beam connections in combined shear and tensionJournal of Constructional Steel Research, 1998
- Design methods for truss and bracing connectionsPublished by Elsevier BV ,1996
- Modeling of Cyclic Moment‐Rotation Response of Double‐Angle ConnectionsJournal of Structural Engineering, 1994
- Moment‐Rotation Relations of Semirigid Connections with AnglesJournal of Structural Engineering, 1990
- Cyclic Behavior of Double Angle ConnectionsJournal of Structural Engineering, 1989
- Derived moment rotation curves for double framing anglesComputers & Structures, 1988
- Initial stiffness of semi-rigid steel beam-to-column connectionsJournal of Constructional Steel Research, 1987
- Behavior of Riveted and Bolted Beam-to-Column ConnectionsJournal of the Structural Division, 1959