A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils

Soil Dynamics and Earthquake Engineering

Volumn 29, Issue 8, 2009, Pages 1220-1235

  Bhattacharya, S ^a   Adhikari, S ^b   Alexander, N A ^a  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

^b SWANSEA UNIVERSITY   (United Kingdom)

Author keywords

Buckling; Earthquake; Elasto dynamics; Frequency; Lateral spreading; Liquefaction; Piles; Soil structure interaction

Indexed keywords

ANALYTICAL METHOD; APPROXIMATE METHODS; APPROXIMATE RESULTS; DESIGN FEATURES; ELASTIC SUPPORTS; ELASTO-DYNAMICS; EULER BERNOULLI BEAMS; FREE-VIBRATION ANALYSIS; FREQUENCY; FUNDAMENTAL FREQUENCIES; GENERAL NATURE; LATERAL SPREADING; LIQUEFIABLE SOIL; LOAD CARRYING CAPACITIES; NON-DIMENSIONAL PARAMETERS; PILE HEAD; PILE-SOIL; PRACTICING ENGINEERS; ROTARY INERTIAS; SIMPLE EXPRESSION; SIMPLIFIED METHOD; SINGLE-DEGREE-OF-FREEDOM; SOIL STIFFNESS; SUPPORT STRUCTURES;

AXIAL LOADS; BUCKLING; DYNAMICS; EARTHQUAKES; NATURAL FREQUENCIES; PILES; SOIL LIQUEFACTION; SOIL STRUCTURE INTERACTIONS; SOILS;

STRUCTURAL DESIGN;

ANALYTICAL METHOD; BUCKLING; EARTHQUAKE ENGINEERING; ELASTODYNAMICS; LIQUEFACTION; MECHANICS; NUMERICAL MODEL; PILE RESPONSE; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; VIBRATION;

EID: 67349250192     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.01.006     Document Type: Article

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