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Volumn 100, Issue 1, 2010, Pages 151-171

Nonlinear soil response of a borehole station based on one-dimensional inversion during the 2005 fukuoka prefecture western offshore earthquake

Author keywords

[No Author keywords available]

Indexed keywords

BOREHOLE STATIONS; DAMPING FACTORS; DEGREE OF NON-LINEARITY; DIRECTIONAL EFFECTS; HORIZONTAL PLANES; LINEAR DOMAIN; LOW FREQUENCY; MAINSHOCK; MAJOR AXIS; NON-LINEAR RESPONSE; NON-LINEARITY; NONLINEAR SOIL RESPONSE; OBJECTIVE FUNCTIONS; OFFSHORE EARTHQUAKE; RADIAL DIRECTION; RESONANT MODE; RUPTURE MECHANISM; SHEAR-WAVE VELOCITY; SOIL COLUMN; SPECTRAL RATIOS; TIME-DEPENDENT;

EID: 75649094152     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: 10.1785/0120090125     Document Type: Article
Times cited : (16)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.