Seismic structural reliability using different nonlinear dynamic response surface approximations

Structural Safety

Volumn 31, Issue 5, 2009, Pages 432-442

  Möller, Oscar ^a   Foschi, Ricardo O ^b   Rubinstein, Marcelo ^a   Quiroz, Laura ^a  

^a UNIVERSIDAD NACIONAL DE ROSARIO   (Argentina)

^b UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

Earthquake engineering; Neural networks; Performance based design; Reliability; Response surfaces

Indexed keywords

ARTIFICIAL NEURAL NETWORKS; EARTHQUAKE ENGINEERING; EARTHQUAKE RECORDS; GLOBAL APPROXIMATIONS; LOCAL INTERPOLATIONS; MONTE-CARLO SIMULATIONS; NONLINEAR DYNAMIC RESPONSE; OPTIMIZATION PROCESS; OPTIMUM DESIGN PARAMETERS; PERFORMANCE CRITERION; PERFORMANCE-BASED DESIGN; RELIABILITY ESTIMATIONS; RESPONSE SURFACES; STEP BY STEP PROCEDURES; STRUCTURAL RELIABILITIES; TOTAL COSTS;

BUILDING MATERIALS; CIVIL ENGINEERING; COMPUTER SIMULATION; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DESIGN; EARTHQUAKES; ENGINEERING EXHIBITIONS; ENGINEERING GEOLOGY; NEURAL NETWORKS; NONLINEAR ANALYSIS; QUALITY ASSURANCE; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SURFACE PROPERTIES;

DYNAMIC RESPONSE;

EID: 67349107317     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2008.12.001     Document Type: Article

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