Numerical and experimental analyses of damage behaviour of steel moment connection

Engineering Fracture Mechanics

Volumn 76, Issue 10, 2009, Pages 1531-1547

  Bleck, W ^a   Dahl, W ^a   Nonn, A ^b   Amlung, L ^a   Feldmann, M ^a   Schafer D ^a   Eichler, B ^a  

^a RWTH AACHEN UNIVERSITY   (Germany)

^b SALZGITTER MANNESMANN FORSCHUNG GMBH   (Germany)

Author keywords

Beam column connections; LPD model; Seismic loading

Indexed keywords

BEAM COLUMN CONNECTIONS; DAMAGE BEHAVIOUR; DESIGN RULES; EARTHQUAKE-RESISTANT DESIGN; EUROPEAN PROJECT; EXPERIMENTAL ANALYSIS; EXPERIMENTAL AND NUMERICAL ANALYSIS; LPD MODEL; MONOTONIC AND CYCLIC LOADING; NORTHRIDGE; PLASTIC DESIGNS; PLASTIC HINGES; PLASTIC MATERIALS; PLASTIC STRAIN; QUASI-STATIC; SEISMIC LOADING; SEISMIC LOADINGS; STEEL MOMENT CONNECTION; STEEL MOMENT FRAMES; STRAIN CAPACITIES; TOUGHNESS PROPERTIES; WELDED CONNECTIONS; YIELD STRAIN;

BRITTLE FRACTURE; DESIGN; EARTHQUAKES; HINGES; OPTICAL PROJECTORS; PLASTICS; STEEL; STEEL CONSTRUCTION; STEEL STRUCTURES; STRAIN;

SEISMIC DESIGN;

EID: 67349259021     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfracmech.2009.03.004     Document Type: Article

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