PBEE Evaluation of E-Defense Collapse Experiment


Abstract eng:
A full-scale four-story steel building tested on the E-Defense shake table was used as a case study to evaluate how well performance-based earthquake engineering (PBEE) guidelines characterize collapse. The study had mixed results with the guidelines mostly erring on the safe-side by prediction collapse at shaking intensities less than that in the experiment. Recommendations are made regarding guideline use and development. Collapse, steel moment frame, performance based design, shake table test

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


Original version of the author's contribution as presented on CD, Paper ID: S17-01-016.:
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