Third-order statistical linearization-based approach to derive equivalent linear properties of bilinear hysteretic systems for seismic response spectrum analysis

Author:

Spanos Pol D.,Giaralis Agathoklis

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Seismic Hazard and Risk Analysis. Monograph MNO-10;McGuire,1995

2. CEN. Eurocode 8: design of structures for earthquake resistance – part 1: general rules, seismic actions and rules for buildings. EN 1998-1, 2004. Brussels: Comité Europé en de Normalisation; 2004.

3. Dynamics of structures. Theory and applications to earthquake engineering;Chopra,2001

4. Veletsos AS, Newmark NM. Response spectra for single-degree-of-freedom elastic and inelastic systems. Rep. No. RTD-TDR-63-3096, vol. III. Albuquerque: Air Force Weapons Laboratory; 1964.

5. Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems;Chopra;J Struct Eng ASCE,2004

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