Torsional response of base-isolated structures due to asymmetries in the superstructure

Engineering Structures

Volumn 24, Issue 12, 2002, Pages 1587-1599

  Tena Colunga, A ^a   Gomez Soberon L ^b  

^a UNIVERSIDAD AUTÓNOMA METROPOLITANA   (Mexico)

^b Alonso y Asociados   (Mexico)

Author keywords

Base isolation; Based isolated structures; Elastomeric bearings displacement ductility demands; Seismic isolation; Static eccentricities; Torsional coupling; Torsional response

Indexed keywords

DUCTILITY; DYNAMIC RESPONSE; STIFFNESS; STRUCTURES (BUILT OBJECTS);

TORSIONAL RESPONSE;

TORSION TESTING;

ASYMMETRY; SEISMIC ISOLATION; TORSION;

EID: 0036883482     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00102-5     Document Type: Article

References (16)

1. Base isolation for torsion reduction in asymmetric structures under earthquake loading
2. Torsion in base isolated structures with elastomeric isolation systems
3. Nonlinear response of torsionally coupled base isolated structure
4. Seismic response of torsionally coupled structures with elastoplastic base isolation
5. Torsional coupling in sliding base-isolated structures
6. Seismic isolation of buildings subjected to typical subduction earthquake motions for the Mexican Pacific Coast
7. Lateral torsional coupling in structures isolated with the frictional pendulum system
8. Evaluación de un método de diseño estático para el aislamiento sísmico de estructuras de la costa Mexicana del Pacífico
9. Dynamic design procedure for the design of base isolated structures located on the Mexican Pacific Coast