Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6740761 | Engineering Structures | 2014 | 8 Pages |
Abstract
Several steel design specifications worldwide have incorporated provisions for designing through inelastic analysis of overall system behavior. However, requirements for minimum system reliability have been implemented in such design-by-inelastic analysis methods through a simple adaptation of resistance factors originally developed from member reliability considerations. This paper examines system resistance factors through a system reliability analysis of two steel moment frames subjected to combined gravity and wind loads. The frames are designed using second-order inelastic analysis and their strength and serviceability reliabilities are evaluated. The effects on the system reliabilities of system resistance factor and wind-to-gravity load ratio are examined. The paper also identifies some research issues that should be addressed prior to implementing a system reliability-based design methodology.
Keywords
Related Topics
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Geotechnical Engineering and Engineering Geology
Authors
Hao Zhang, Bruce R. Ellingwood, Kim J.R. Rasmussen,