Simulation of the response of base-isolated buildings under earthquake excitations considering soil flexibility

Earthquake Engineering and Engineering Vibration

Volumn 11, Issue 3, 2012, Pages 359-374

  Mahmoud, Sayed ^a,b   Austrell, Per Erik ^a   Jankowski, Robert ^c  

^a LUND UNIVERSITY   (Sweden)

^b Helwan University   (Egypt)

^c GDANSK UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

base isolated buildings; earthquakes; rubber bearings; soil structure interaction

Indexed keywords

BEARINGS (STRUCTURAL); BUILDINGS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; FLEXIBLE STRUCTURES; NONMETALLIC BEARINGS; RUBBER; SEISMIC RESPONSE; SHEAR FLOW; SHEAR WAVES; SOIL STRUCTURE INTERACTIONS; SOILS; ULTRASONIC DEVICES; WAVE PROPAGATION;

BASE-ISOLATED BUILDING; HIGH DAMPING RUBBER BEARINGS; LAMINATED RUBBER BEARINGS; LUMPED PARAMETER MODELING; MULTI DEGREE OF FREEDOM SYSTEMS; PEAK GROUND ACCELERATION; RUBBER BEARING; SINGLE DEGREE OF FREEDOMS;

RIGID STRUCTURES;

EID: 84866346641     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-012-0127-z     Document Type: Article

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