Analytical fragility assessment using unscaled ground motion records

Summary It is desirable that nonlinear dynamic analyses for structural fragility assessment are performed using unscaled ground motions. The widespread use of a simple dynamic analysis procedure known as Cloud Analysis, which uses unscaled records and linear regression, has been impeded by its alleg...

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Vydáno v:	Earthquake engineering & structural dynamics Ročník 46; číslo 15; s. 2639 - 2663
Hlavní autoři:	Jalayer, Fatemeh, Ebrahimian, Hossein, Miano, Andrea, Manfredi, Gaetano, Sezen, Halil
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Bognor Regis Wiley Subscription Services, Inc 01.12.2017
Témata:	Bayesian parameter estimation Capacity Cloud Analysis Clouds Collapse Computer simulation Confidence intervals Demand analysis Dynamic analysis Flexing Fragility Ground motion Markov chains Monte Carlo simulation Nonlinear analysis nonlinear dynamic analysis performance‐based earthquake engineering Records record‐to‐record variability regression Regression analysis Reinforced concrete Shear Simulation Statistical analysis Statistical methods Unity
ISSN:	0098-8847, 1096-9845
On-line přístup:	Získat plný text
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