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Response Surface with random factors for seismic fragility of reinforced concrete frames

โœ Scribed by N. Buratti; B. Ferracuti; M. Savoia

Book ID
108278210
Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
740 KB
Volume
32
Category
Article
ISSN
0167-4730

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## Abstract Fragility curves are generally developed using a single parameter to relate the level of shaking to the expected structural damage. The main goal of this work is to use several parameters to characterize the earthquake ground motion. The fragility curves will, therefore, become __surfac