Hysteretic behavior of bolted-angle connections

Journal of Constructional Steel Research

Volumn 51, Issue 3, 1999, Pages 201-218

  Shen, J ^a   Astaneh Asl, A ^b  

^a Illinois Institute of Technology   (United States)

^b Berkeley   (United States)

Author keywords

Bolted angle; Cyclic; Experiment; Semi rigid connection

Indexed keywords

BOLTED JOINTS; CYCLIC LOADS; DEFORMATION; ENERGY DISSIPATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

BOLTED-ANGLE BEAM-TO-COLUMN CONNECTIONS; HYSTERETIC BEHAVIORS; SEMI-RIGID CONNECTIONS;

STEEL BEAMS AND GIRDERS;

EID: 0032637140     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00030-9     Document Type: Article

References (6)

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