Systematic assessment of irregular building-soil interaction using efficient modal analysis

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 4, 2001, Pages 573-594

  Wu, Wen Hwa ^a,b   Wang, Jer Fu ^a   Lin, Chi Chang ^a  

^a NATIONAL YUNLIN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

^b NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Foundation impedence function; Frequency domain; Modal analysis; Soil structure interaction; Torsional coupling

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; MODAL ANALYSIS; NATURAL FREQUENCIES; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

TORSIONAL COUPLING EFFECTS;

BUILDINGS;

SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 0035313338     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.25     Document Type: Article

References (19)

1. Seismic response of multistoried buildings including the effects of soil-structure interaction
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14. Seismic analysis of asymmetric multistorey buildings including foundation interaction and P-Δ effects
15. Dynamic behavior of building-foundation systems
16. Seismic interaction of structures on hysteretic foundations