Incremental dynamic based fragility assessment of reinforced concrete structures: Stationary vs. non-stationary artificial ground motions

Author:

Basone Francesco,Cavaleri Liborio,Di Trapani Fabio,Muscolino Giuseppe

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. CEN, European Committee for Standardisation. Eurocode 8: design provisions for earthquake resistance of structures, Part 1.1: general rules, seismic actions and rules for buildings, prEN 1998-1; 2003.

2. CS.LL.PP. DM 14 Gennaio, Norme tecniche per le costruzioni. Gazzetta Ufficiale della Repubblica Italiana; 2008.

3. Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD);Castaldo;Earthq Eng Struct Dyn,2017

4. Simulation of stochastic processes by spectral representation;Shinozuka;Appl Mech Rev,1991

5. Optimal design of friction pendulum system properties for isolated structures considering different soil conditions;Castaldo;Soil Dyn Earthq Eng,2016

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