Cyclic behavior of steel moment frame connections under varying axial load and lateral displacements

Journal of Constructional Steel Research

Volumn 59, Issue 1, 2003, Pages 1-25

  Zepeda, J A ^b   Itani, A M ^b   Sahai, R ^c  

^a Reno   (United States)

^b UNIVERSITY OF NEVADA   (United States)

^c NONE

Author keywords

Longitudinal stiffener; Plastic rotation; Reduced beam sections; Steel moment connections; Wing plate

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COMPUTER SIMULATION; DUCTILITY;

AXIAL LOADS;

STEEL;

STEEL FRAME;

EID: 0037215697     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00028-7     Document Type: Article

References (11)

1. The dogbone connection: Part II
2. Experimental investigation of dogbone moment connections
3. Cyclic stability criteria for steel moment connections with reduced beam section