Reliability of steel frames designed with advanced analysis

Journal of Structural Engineering

Volumn 132, Issue 2, 2006, Pages 267-276

  Buonopane, S G ^a   Schafer, B W ^b  

^a BUCKNELL UNIVERSITY   (United States)

^b Johns Hopkins University   (United States)

Author keywords

Load and resistance factor design; Monte Carlo method; Plastic analysis; Steel frames; Structural design; Structural reliability

Indexed keywords

LOAD AND RESISTANCE FACTOR DESIGN; PLASTIC ANALYSIS; PLASTIC HINGE; STEEL FRAMES; STRUCTURAL RELIABILITY;

MONTE CARLO METHODS; NONLINEAR SYSTEMS; PLASTICS; PROBABILITY; STRUCTURAL DESIGN; STRUCTURAL FRAMES; YIELD STRESS;

STEEL STRUCTURES;

EID: 30844442151     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:2(267)     Document Type: Article

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