Fragility and hazard analysis of a welded steel moment resisting frame

Journal of Earthquake Engineering

Volumn 12, Issue 4, 2008, Pages 596-615

  Kazantzi, A K ^a   Righiniotis, T D ^a   Chryssanthopoulos, M K ^a  

^a UNIVERSITY OF SURREY   (United Kingdom)

Author keywords

Fractured Connections; Fragility Curves; Moment Resisting Frames; Monte Carlo; Reliability; Seismic Hazard

Indexed keywords

CLASSIFICATION (OF INFORMATION); EARTHQUAKE RESISTANCE; FACILITIES; FRACTURE; FRACTURE FIXATION; HAZARDS; IRON; PETROLEUM DEPOSITS; PETROLEUM RESERVOIRS; PROBABILITY; RISK ANALYSIS; SAFETY ENGINEERING; SEISMIC DESIGN; SEISMOLOGY; STEEL; STRUCTURAL FRAMES; SYSTEMS ENGINEERING; WELDING;

CONNECTIONS (STRUCTURAL); DESIGN PRACTICES; EARTH QUAKE EXCITATION; ENGINEERING COMMUNITIES; FAILURE PROBABILITIES; FIELD EXPERIENCE; FRACTURE CHARACTERISTICS; FRAGILITY CURVES; GROUND MOTIONS; HAZARD ANALYSIS (HAZAN); LARGE DEFORMATIONS; LATIN HYPERCUBE SAMPLING (LHS); MOMENT RESISTING FRAME (MRF); MONTE CARLO SIMULATION (MCS); NONLINEAR DYNAMIC TIME HISTORY; PERFORMANCE LEVEL (PL); PERFORMANCE REQUIREMENTS; PROBABILISTIC ASSESSMENTS; PROBABILISTIC METHODS; SEISMIC BEHAVIORS; SEISMIC LOADINGS; SEISMIC RISKS; SPECTRAL ACCELERATION (SA); STEEL BUILDINGS;

RISK ASSESSMENT;

EID: 47549091191     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460701512993     Document Type: Article

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