Vulnerability of elastomeric bearing isolated buildings and their equipment

Journal of Earthquake Engineering

Volumn 9, Issue 4, 2005, Pages 525-546

  Politopoulos, I ^a   Sollogoub, P ^a  

^a CEA SACLAY   (France)

Author keywords

Ductility; Isolation; Monte Carlo; Vulnerability

Indexed keywords

EID: 22544453011     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S136324690500202X     Document Type: Article

References (10)

1. AASHTO 99 [1999] American Association of State Highway and Transportation Officials, Guide Specifications for Seismic Isolation Design.
2. Blakeley, R. W. G. [1982] "Code requirements for base isolated structures," Proc. Int. Conf. on Natural Rubber for Earthquake Protection of Buildings and Vibration Isolation, Kuala Lumpur, Malaysia, pp. 292-311.
3. Building Seismic Safety Council [2001] NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 368, 369.
4. Comité Européen de Normalisation [1998] Eurocode 8: Design of Structures for Earthquake Resistance.
5. Florian, A. [1992] "An efficient sampling scheme: Updated Latin hypercube sampling," Probabilistic Engineering Mechanics 7, 123-130.
6. Kelly, J. M. [1997] Earthquake - Resistant Design with Rubber, Springer.
7. Moehle, J. P. [1992] "Displacement-based design of RC structures subjected to earthquakes", Earthquake Spectra 8, 403-428.
8. Pinto, P. E. and Vanzi, I. [1992] "Base-isolation: Reliability for different design criteria," 10th World Conference on Earthquake Engineering, pp. 2033-2038, Balkema.
9. Priestley, M. J. N. [1997] "Myths and fallacies in earthquake engineering: Conflicts between design and reality," Concrete International, February 1997, pp. 54-63.
10. Sollogoub, P. [1992] "Inelastic behaviour of structures on isolation pads," 10th European Conference on Earthquake Engineering.