Estimating bearing response in symmetric and asymmetric-plan isolated buildings with rocking and torsion

Earthquake Engineering and Structural Dynamics

Volumn 35, Issue 8, 2006, Pages 1009-1036

  Ryan, Keri L ^a   Chopra, Anil K ^b  

^a Utah State University   (United States)

^b 109 McLaughlin Hall   (United States)

Author keywords

Asymmetric plan; Base isolation; Lead rubber bearing; Rocking; Simplified design procedure; Torsion

Indexed keywords

BUILDINGS; DEFORMATION; DYNAMIC RESPONSE; STIFFNESS; STRUCTURAL LOADS; TORSIONAL STRESS; YIELD STRESS;

ASYMMETRIC-PLAN ISOLATED BUILDINGS; BASE-ISOLATION; BEARING RESPONSE; LEAD-RUBBER BEARING;

STRUCTURAL DESIGN;

BUILDING; GROUND MOTION; SEISMIC ISOLATION; SEISMIC RESPONSE; STRUCTURAL RESPONSE; TORSION;

EID: 33745625359     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.569     Document Type: Article

References (16)

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