Risk evaluation of steel frames with welded connections under earthquake

Structural Engineering and Mechanics

Volumn 11, Issue 6, 2001, Pages 663-672

  Song, J ^a   Ellingwood, B R ^a  

^a Applied Insurance Research   (United States)

Author keywords

Buildings (codes); Connections; Design (buildings); Earthquakes; Frames; Loads (forces); Probability; Reliability; Safety; Structural engineering; Welding

Indexed keywords

ACCIDENT PREVENTION; EARTHQUAKE EFFECTS; FAILURE ANALYSIS; PROBABILITY; RISK ASSESSMENT; WELDED STEEL STRUCTURES;

STEEL FRAMES;

STRUCTURAL FRAMES;

EID: 0035369528     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2001.11.6.663     Document Type: Article

References (16)

1. Reliability-based performance concept for building construction
2. A connection model for the seismic analysis of welded steel moment frames
3. Behavior of ductile SMRFs at various seismic hazard levels
4. Small sample sensitivity analysis techniques for computer models, with an application to risk assessment
5. Seismic fragilities for nuclear power plant studies
6. Enhancements to program IDARC: Modeling inelastic behavior of welded connections in steel moment-resisting frames
7. Effects of connection fractures on smrf seismic drift demands
8. Numerical example of the proposed SAC procedure for assessing the annual exceedance probabilities of specified drift demands and of drift capacity
9. Reliability of nonlinear structures with seismic loading
10. Normalization and scaling accelerograms for nonlinear structural analysis
11. Seismic reliability of special moment steel frames with welded connections: I and II