Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing

Structural Engineering and Mechanics

Volumn 30, Issue 3, 2008, Pages 351-368

  Hino, J ^a   Yoshitomi, S ^a   Tsuji, M ^a   Takewaki, I ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Analysis of axial deformation of rubber bearing; Base shear coefficient; Base isolation; Bound of building aspect ratio; Nonlinear uplift; Recursive analysis

Indexed keywords

BEARINGS (STRUCTURAL); BUILDINGS; COMPRESSIVE STRESS; DEFORMATION; NONLINEAR ANALYSIS; NONMETALLIC BEARINGS; RUBBER; SEISMOLOGY; TENSILE STRESS;

BASE ISOLATION; BASE SHEAR COEFFICIENTS; NONLINEAR UPLIFT; RECURSIVE ANALYSIS; RUBBER BEARING;

ASPECT RATIO;

EID: 53349175154     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2008.30.3.351     Document Type: Article

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