Method of reliability-based seismic design. II: Calibration of code parameters

Journal of Structural Engineering

Volumn 123, Issue 3, 1997, Pages 264-270

  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

CALIBRATION; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EARTHQUAKES; NONLINEAR SYSTEMS; PROBABILITY; STRUCTURAL DESIGN; STRUCTURAL LOADS;

CODE PARAMETERS; EQUIVALENT NONLINEAR SYSTEM; MULTI DEGREE OF FREEDOM; RELIABILITY BASED SEISMIC DESIGN; RESPONSE SURFACE METHOD; SEISMIC CODES; SEISMIC LOAD;

RELIABILITY;

BUILDING CODE; CALIBRATION; SEISMIC DESIGN;

EID: 0031105126     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:3(264)     Document Type: Article

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