Reliability Bounds for Structural Systems Subjected to a Set of Recorded Accelerograms Leading to Imprecise Seismic Power Spectrum

Author:

Muscolino Giuseppe1,Genovese Federica2,Sofi Alba3ORCID

Affiliation:

1. Full Professor, Dept. of Engineering, Univ. of Messina, Inter-University Centre of Theoretical and Experimental Dynamics, Villaggio S. Agata, Messina 98166, Italy.

2. Assistant Professor, Dept. of Architecture and Territory (dArTe), Univ. Mediterranea of Reggio Calabria, Via dell’Università 25, Reggio Calabria 89124, Italy.

3. Associate Professor, Dept. of Architecture and Territory (dArTe), Univ. Mediterranea of Reggio Calabria, Inter-University Centre of Theoretical and Experimental Dynamics, Via dell’Università 25, Reggio Calabria 89124, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference48 articles.

1. First-order reliability method for structural reliability analysis in the presence of random and interval variables;Alibrandi U.;J. Risk Uncertainty Eng. Syst. Part B: Mech. Eng.,2015

2. Arias, A. 1970. “A measure of earthquake intensity.” In Seismic design for nuclear power plants. Edited by R. J. Hansen, 438–483. Cambridge, UK: MIT Press.

3. Features and performance of some outlier detection methods

4. PGA, RMSA, PSDF, Duration, and MMI

5. Chauvenet, W. 1863. “A manual of spherical and practical astronomy.” In Theory and use of astronomical instruments. Philadelphia: J.B. Lippincott Company.

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