Moment–rotation behavior of double angle connections subjected to shear load
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference20 articles.
1. Cyclic behavior of double angle connections;Astaneh;J. Struct. Engng,1989
2. Modeling of cyclic moment–rotation response of double-angle connections;De Stefano;J. Struct. Engng,1994
3. Behavior and design of angle connections subjected to cyclic axial force and shear;Astaneh,1993
4. Azizinamini A, Bradburn JH, Radziminski JB. Initial stiffness of semi-ridig steel beam-to-column connections. J Construct Steel Res 1987;71–90.
5. Bolted double angle connections in combined shear and tension;Guravich,1998
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