A Probabilistic Performance-Based Approach for Seismic Design of Buckling-Restrained-Braced Frames (BRBF)
Abstract eng: In this paper the principles of a proposed method for probabilistic performance-based seismic design (PPSD) are presented. The probabilistic design approach is proposed for traditional performance-based seismic design method using fragility-design curves. The PPSD method can be used for seismic evaluation and design of any structure. The PPSD procedure and its capabilities are illustrated for designing of a 5-story BRB frame. The PPSD can provide a thorough representation of conservatism and economics of a design for different performance levels assigned to a range of design measures.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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