Article ID Journal Published Year Pages File Type
10286846 Engineering Structures 2011 11 Pages PDF
Abstract
The results of these studies validated the appropriateness of the developed algorithm through comparison to reference values obtained from the literature for the CAARC building. Furthermore, structural “fragility curves” were utilized for a preliminary performance analysis, based on simulated along-wind response serviceability limit states.
Keywords
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
A Monte Carlo based method for the dynamic “fragility analysis” of tall buildings under turbulent wind loading
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