Statistical insight into constant-ductility design using a non-stationary earthquake ground motion model

Earthquake Engineering and Structural Dynamics

Volumn 26, Issue 9, 1997, Pages 895-916

  Peng, Bor Feng ^a   Conte, Joel P ^a  

^a Rice University   (United States)

Author keywords

Damage parameters; Earthquake; Inelastic response spectra; Non stationary; Statistics

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DUCTILITY; DYNAMIC RESPONSE; HYSTERESIS; MATHEMATICAL MODELS; MODEL STRUCTURES; RANDOM PROCESSES; STATISTICS; STRUCTURAL DESIGN;

DAMAGE PARAMETERS; INELASTIC RESPONSE SPECTRA;

EARTHQUAKE RESISTANCE;

EARTHQUAKE MODEL; GROUND MOTION; GROUND MOTION MODEL; MODEL; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0031233876     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199709)26:9<895::AID-EQE683>3.0.CO;2-G     Document Type: Article

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