Cyclic behavior of shear links of various grades of plate steel

Journal of Structural Engineering

Volumn 136, Issue 4, 2010, Pages 370-378

  Dusicka, Peter ^a   Itani, Ahmad M ^b   Buckle, Ian G ^b  

^a Portland State University   (United States)

^b University of Nevada   (United States)

Author keywords

Cyclic experiment; Energy dissipation; Experimentation; Failure modes; High performance steel; Low yield point steel; Shear link; Steel plates; Stiffening

Indexed keywords

CYCLIC EXPERIMENT; HIGH PERFORMANCE STEEL; LOW-YIELD; SHEAR LINK; STEEL PLATES;

BRIDGE DECKS; DEFORMATION; DESIGN; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; EXPERIMENTS; HYSTERESIS; POINT GROUPS; RELIABILITY ANALYSIS; STEEL BRIDGES;

FAILURE ANALYSIS;

EID: 77949769136     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000131     Document Type: Article

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