Dual-level designs of buildings under seismic loads

Structural Safety

Volumn 18, Issue 2-3 SPEC. ISS., 1996, Pages 195-224

  Wen, Y K ^a   Collins, K R ^a,b   Han, S W ^a,c   Elwood, K J ^a,d  

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

^b UNIVERSITY OF MICHIGAN   (United States)

^c Hanyang University   (South Korea)

^d Buckland and Taylor Ltd   (United States)

Author keywords

Calibration; Codes and standards; Dynamics; Limit states; Nonlinearity; Pushover analysis; Reliability; Response spectra; Seismic; Simulation

Indexed keywords

BUILDINGS; CALIBRATION; CODES (STANDARDS); COMPUTER SIMULATION; DUCTILITY; DYNAMIC LOADS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PERFORMANCE; RELIABILITY THEORY;

DRIFT; LIMIT STATES; LOAD AND RESISTANCE FACTOR DESIGN; PUSHOVER ANALYSIS; RESPONSE SPECTRA; SEISMIC DESIGN; SEISMIC LOAD; UNCERTAINTY; VARIABILITY;

STRUCTURAL DESIGN;

EARTHQUAKE HAZARD; ENGINEERING SEISMOLOGY; SEISMIC DESIGN;

EID: 0030475695     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/0167-4730(96)00011-2     Document Type: Article

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