Three-dimensional dynamic soil analysis of a live load in Ullevi Stadium

Soil Dynamics and Earthquake Engineering

Volumn 18, Issue 5, 1999, Pages 373-386

  Erlingsson, S ^a  

^a UNIVERSITY OF ICELAND   (Iceland)

Author keywords

Case history; Finite different method; Hysteretic damping; Massively parallel data computer; Rayleigh damping; Rock music concert induced vibrations; Soft high plastic clay; Soil dynamics; Stadium; Three dimension analysis

Indexed keywords

CLAY; COMPUTER SIMULATION; DAMPING; FINITE DIFFERENCE METHOD; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PARALLEL PROCESSING SYSTEMS; SOIL STRUCTURE INTERACTIONS; STADIUMS; TIME DOMAIN ANALYSIS; VIBRATIONS (MECHANICAL);

HYSTERETIC DAMPING; LIVE LOAD; MASSIVELY PARALLEL DATA COMPUTER; RAYLEIGH DAMPING; ROCK MUSIC CONCERT; SOFT HIGH PLASTIC CLAY; THREE DIMENSIONAL DYNAMIC SOIL ANALYSIS; ULLEVI STADIUM;

SOIL MECHANICS;

FINITE DIFFERENCE METHOD; SOIL DYNAMICS; STRUCTURAL RESPONSE; THREE-DIMENSIONAL MODELING; VIBRATION;

SWEDEN;

EID: 0032856918     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(99)00006-8     Document Type: Article

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