Design of bilinear hysteretic isolation systems

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 9, 2003, Pages 1333-1352

  Fragiacomo, M ^a   Rajgelj, S ^a   Cimadom, F ^a  

^a UNIVERSITY OF TRIESTE   (Italy)

Author keywords

Base isolation; Energy response spectra; Non linear model; Passive protection; Structural dynamic

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE EFFECTS; ELASTICITY; PLASTICITY; STIFFNESS; STRUCTURAL OPTIMIZATION; VIBRATIONS (MECHANICAL);

SUPERSTRUCTURES;

STRUCTURAL ANALYSIS;

DYNAMIC RESPONSE; GROUND MOTION; HYSTERESIS; SEISMIC DESIGN; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; STRUCTURAL RESPONSE; VIBRATION;

EID: 0042074508     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.276     Document Type: Article

References (15)

1. Shimoda I, Ikenaga M, Takenaka Y, Yasaka A. Development of a lead rubber with a stepped plug. Earthquake Engineering, 10th World Conference, 1992.
2. Chiarugi A, Galano L, Terenzi G, Vignoli A. Analisi comparata del comportamento di strutture isolate alla base mediante differenti dispositivi elastico-dissipativi. Ingegneria Sismica 1996; 2:32-45 (in Italian).
3. Mele M, Ciampoli M. I dispositivi riduttori delle forze: una nuova strada per la progettazione sismoresistente. Costruzioni metalliche 1989; 1:21-48 (in Italian).
4. De Luca A, Serino G. Nuovi sistemi strutturali per la difesa dal rischio sismico. Ingegneria Sismica 1989; 1:3-22 (in Italian).
5. Pop I, Verdes D, Manea D. Passive system of seismic isolation with pendulum and friction absorbers. Earthquake Engineering, 11th World Conference, 1996.
6. Pranesh M, Sinha R. VFPI: an isolation device for aseismic design. Earthquake Engineering and Structural Dynamics 2000; 29:603-627.
7. Lei KM, Hernried AG. Seismic response of equipment in resilient-friction base isolated structures. Earthquake Engineering, 10th World Conference, 1992.
8. Shenton HW, Holloway ES. Effect of stiffness variability on the response of isolated structures. Earthquake Engineering and Structural Dynamics 2000; 29:19-36.
9. Park JG, Otsuka H. Optimal yield level of bilinear seismic isolation devices. Earthquake Engineering and Structural Dynamics 1999; 28:941-955.
10. Guerreiro LM, Azevedo JJ. Seismic behaviour of base isolated structures with nonlinear behaviour. Earthquake Engineering, 10th World Conference, 1992.
11. Palazzo B, Petti L. Response of base isolated systems to random excitations. European Earthquake Engineering 1996; 2:38-54.
12. Makris N, Chang SP. Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthquake Engineering and Structural Dynamics 2000; 29:85-107.
13. Di Egidio A, Vestroni F. L'oscillatore semplice isolato. Ingegneria Sismica 1993; 1:15-23 (in Italian).
14. Uang CM, Bertero V. Evaluation of seismic energy in structures. Earthquake Engineering and Structural Dynamics 1990; 19:77-90.
15. Saragoni GR, Diaz H. Seismic power for earthquake design. International Post-SmiRT Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, 1999.