Nonlinear dynamic response of RC buildings with different base Isolation systems subjected to horizontal and vertical components of near-fault ground motions

Open Construction and Building Technology Journal

Volumn 6, Issue , 2012, Pages 373-383

  Mazza, Fabio ^a   Vulcano, Alfonso ^a   Mazza, Mirko ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Base isolated buildings; Elastomeric and sliding bearings; Near fault ground motions; Nonlinear dynamic analysis

Indexed keywords

AXIAL FORCES; BASE ISOLATION; BASE ISOLATION SYSTEMS; BASE-ISOLATED BUILDING; BASE-ISOLATED STRUCTURES; CRITICAL SECTIONS; CURRENT CODES; ELASTOMERIC BEARING; EQUIVALENT VISCOUS DAMPING; FUNDAMENTAL VIBRATIONS; HORIZONTAL STIFFNESS; IMPLICIT INTEGRATION; ITERATIVE PROCEDURES; LATERAL DEFORMATION; LINEAR VISCOUS; MOMENT-CURVATURE; NEAR FAULT GROUND MOTION; NEAR-FAULT; RC BUILDINGS; SLIDING BEARING; SLIDING FORCE; SLIDING RATIO; STEP BY STEP PROCEDURE; STIFFNESS RATIOS; TEST STRUCTURE; VARIABLE STIFFNESS; VERTICAL ACCELERATIONS; VERTICAL COMPONENT; VERTICAL DIRECTION;

BEAMS AND GIRDERS; BRIDGE BEARINGS; COMPUTER SIMULATION; DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; DYNAMICS; NONLINEAR ANALYSIS; STIFFNESS;

BEARINGS (MACHINE PARTS);

EID: 84871107166     PISSN: None     EISSN: 18748368     Source Type: Journal    
DOI: 10.2174/1874836801206010373     Document Type: Article

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