Interactive behavior of structures with multiple friction pendulum isolation system and unbounded foundations

Advances in Structural Engineering

Volumn 7, Issue 6, 2004, Pages 539-550

  Tsai, Chong Shien ^a   Chen, Bo Jen ^a   Pong, Wenshen S ^b   Chiang, Tsu Cheng ^a  

^a FENG CHIA UNIVERSITY   (Taiwan)

^b SAN FRANCISCO STATE UNIVERSITY   (United States)

Author keywords

Base isolation; Multiple friction pendulum system; Radiation damping; Unbounded soil media; Viscoplasticity theory

Indexed keywords

EARTHQUAKE EFFECTS; EQUATIONS OF MOTION; SEISMIC PROSPECTING; STRUCTURAL ANALYSIS; VECTORS; VISCOELASTICITY;

BASE ISOLATION; MULTIPLE FRICTION PENDULUM SYSTEM (MFPS); RADIATION DAMPING; UNBOUNDED SOIL MEDIA; VISCOPLASTICITY THEORY;

FOUNDATIONS;

EID: 11144248826     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433042863189     Document Type: Article

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