Modified topographic amplification factors for a single-faced slope due to kinematic soil-structure interaction

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 11, 2007, Pages 1414-1431

  Assimaki, Dominic ^a   Kausel, Eduardo ^b  

^a Georgia Institute of Technology   (United States)

^b Massachusetts Institute of Technology Cambridge   (United States)

Author keywords

Kinematics; Slopes; Soil structure interaction; Topography

Indexed keywords

AMPLIFICATION; COMPUTER SIMULATION; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; KINEMATICS; MATHEMATICAL MODELS; TOPOGRAPHY;

CLIFF CREST; SOIL NONLINEARITY; TOPOGRAPHIC AMPLIFICATION;

SOIL STRUCTURE INTERACTIONS;

DESIGN; EARTHQUAKE EVENT; FINITE ELEMENT METHOD; GROUND CONDITIONS; KINEMATICS; NONLINEARITY; SLOPE; SLOPE ANGLE; SOIL-STRUCTURE INTERACTION; STRUCTURAL RESPONSE; TOPOGRAPHIC EFFECT; TWO-DIMENSIONAL MODELING;

COMPUTER SIMULATION; DAMAGE; DYNAMICS; FINITE ELEMENT ANALYSIS; MATHEMATICAL MODEL; SOIL RESISTANCE; STRUCTURAL ANALYSIS;

EID: 36348989541     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:11(1414)     Document Type: Article

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