Method of reliability-based seismic design. I: Equivalent nonlinear systems

Journal of Structural Engineering

Volumn 123, Issue 3, 1997, Pages 256-263

  Han, S W ^a,b,c   Wen, Y K ^b,c  

^a Hanyang University   (South Korea)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^c ASCE   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EARTHQUAKES; NONLINEAR SYSTEMS; REGRESSION ANALYSIS; STRUCTURAL DESIGN;

EQUIVALENT NONLINEAR SYSTEMS; MULTI DEGREE OF FREEDOM; RELIABILITY BASED SEISMIC DESIGN; SPECIAL MOMENT RESISTANT SPACE FRAME; STOCHASTIC LOADS;

RELIABILITY;

NONLINEARITY; RELIABILITY ANALYSIS; SEISMIC DESIGN;

EID: 0031104983     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:3(256)     Document Type: Article

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