Optimum seismic design of a multi-storey steel frame

Engineering Structures

Volumn 28, Issue 7, 2006, Pages 1038-1048

  Jarmai K ^a   Farkas, J ^a   Kurobane, Y ^b  

^a UNIVERSITY OF MISKOLC   (Hungary)

^b SOJO UNIVERSITY   (Japan)

Author keywords

Beam to column connections; Earthquake resistant design; Fabrication cost calculation; Minimum cost design; Optimization; Stability; Steel frames

Indexed keywords

BENDING MOMENTS; COLUMNS (STRUCTURAL); COSTS; EARTHQUAKE RESISTANCE; STEEL BEAMS AND GIRDERS; STEEL CONSTRUCTION; STRUCTURAL DESIGN; STRUCTURAL OPTIMIZATION;

BEAM-TO-COLUMN CONNECTIONS; FABRICATION COST CALCULATONS; MINIMUM COST DESIGN; MULTI-STOREY STEEL FRAME;

STRUCTURAL FRAMES;

BENDING MOMENTS; COLUMNS (STRUCTURAL); COSTS; EARTHQUAKE RESISTANCE; STEEL BEAMS AND GIRDERS; STEEL CONSTRUCTION; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL OPTIMIZATION;

EARTHQUAKE ENGINEERING;

EID: 33644977030     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.11.011     Document Type: Article

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