Seismic performance assessment of Eurocode 8-compliant concentric braced frame buildings using FEMA P-58

Author:

Del Gobbo Giuseppe Marcantonio,Williams Martin S.,Blakeborough Anthony

Funder

Clarendon Fund

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

1. Taghavi S, Miranda E. Response assessment of nonstructural building elements. Berkeley, USA; 2003.

2. Fierro EA, Miranda E, Perry CL. Behavior of nonstructural components in recent earthquakes. Archit. Eng. Conf. 2011, Oakland, California, United States: American Society of Civil Engineers (ASCE); 2011, p. 369–77.

3. Damage to non-structural components and contents in 2010 Darfield earthquake;Dhakal;Bull New Zeal Soc Earthq Eng,2010

4. Performance of nonstructural components during the 27 February 2010 Chile earthquake;Miranda;Earthq Spectra,2012

5. Multi-objective evolutionary seismic design with passive energy dissipation systems;Lavan;J Earthq Eng,2009

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