Earthquake response analysis in the time domain for 2D soil-structure systems using analytical frequency-dependent infinite elements

This paper presents a time domain method for soil–structure interaction analysis under seismic excitations. It is based on the finite element formulation incorporating analytical frequency‐dependent infinite elements for the far‐field soil region. Equivalent earthquake input forces are calculated ba...

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Veröffentlicht in:	International journal for numerical methods in engineering 2003-11, Vol.58 (12), p.1837-1855
Hauptverfasser:	Kim, Doo Kie, Yun, Chung-Bang
Format:	Artikel
Sprache:	eng
Schlagworte:	analytical frequency-dependent infinite element earthquake response analysis Frequency domains Half spaces Mathematical analysis Mathematical models recursive procedure Seismic phenomena Soil (material) Soil structure interactions soil-structure interaction Time domain time domain analysis
Online-Zugang:	Volltext
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