Minimum failure cost-based energy dissipation system designs for buildings in three seismic regions – Part I: Elements of failure cost analysis

Author:

Shin H.,Singh M.P.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. SEAOC-Vision 2000 Committee. Vision 2000-a framework for performance based earthquake engineering, vol. 1. Sacramento (CA): Structural Engineers Association of California; 1995.

2. Optimal placement of energy dissipation devices for three-dimensional structures;Wu;Eng Struct,1997

3. Designs with yielding metallic and friction dampers for optimal seismic performance;Moreschi;Earthq Eng Struct Dynam,2003

4. Application of a genetic algorithm for optimal damper distribution within the nonlinear seismic benchmark building;Wongprasert;J Eng Mech,2004

5. ATC-58. ATC-58 project reports: seismic performance assessment of buildings–methodology. FEMA P-58-1. Redwood City (CA): Applied Technology Council; 2012.

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