Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure-soil interaction

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 9, 2007, Pages 855-863

  Livaoglu, R ^a   Dogangun, A ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Embedment effects; Fluid structure interaction; Lagrangian approach; Reinforced concrete elevated tanks; Soil structure interaction; Viscous boundary

Indexed keywords

APPROXIMATION THEORY; FINITE ELEMENT METHOD; FLUID STRUCTURE INTERACTION; LAGRANGE MULTIPLIERS; LIQUID SLOSHING; MATHEMATICAL MODELS; SETTLING TANKS; STRUCTURAL ANALYSIS;

EMBEDMENT EFFECTS; LAGRANGIAN APPROACH; REINFORCED CONCRETE ELEVATED TANKS; VISCOUS BOUNDARY;

SOIL STRUCTURE INTERACTIONS;

FLUID-STRUCTURE INTERACTION; FOUNDATION; NUMERICAL MODEL; REINFORCED CONCRETE; SEISMIC RESPONSE; SOFT SOIL; SOIL DYNAMICS; SOIL TYPE; SOIL-STRUCTURE INTERACTION;

EID: 34247191551     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.01.008     Document Type: Article

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