Seismic Evaluation of Eccentrically Braced Steel Frames Designed by Performance-Based Plastic Design Method
Abstract eng: This paper discusses the influence of degrading hysteretic behavior of shear links and P-Delta effect on seismic response of steel Eccentrically Braced Frames (EBF). A 10-story example frame was designed by a newly developed Performance-Based Plastic Design (PBPD) methodology and current code method. The responses of the two frames under inelastic pushover and time history analyses are compared to evaluate the influence of strength degradation of shear links and the P-Delta effect.
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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