Optimum design of resilient sliding isolation system for seismic protection of equipments

Bulletin of Earthquake Engineering

Volumn 5, Issue 1, 2007, Pages 85-103

  Iemura, Hirokazu ^a   Taghikhany, Touraj ^b   Jain, Sarvesh K ^c  

^a KYOTO UNIVERSITY   (Japan)

^b AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

^c MADHAV INSTITUTE OF TECHNOLOGY AND SCIENCE   (India)

Author keywords

Equipment; Optimum design; Resilient sliding system; Seismic isolation; Shake table test

Indexed keywords

FRICTION; MATHEMATICAL MODELS; OPTIMIZATION; SEISMOLOGY; SPRINGS (COMPONENTS); STRUCTURAL DESIGN;

OPTIMUM DESIGN; RESILIENT SLIDING SYSTEM; SEISMIC ISOLATION; SHAKE TABLE TESTS;

EARTHQUAKE RESISTANCE;

ACCELERATION; DESIGN; DYNAMIC RESPONSE; EQUIPMENT; MODEL VALIDATION; SEISMIC DESIGN; SEISMIC ISOLATION; SHAKING TABLE TEST; STRUCTURAL RESPONSE;

EID: 33846818401     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-006-9010-5     Document Type: Article

References (20)

1. AASHTO (1983) Standard specification for highway bridges. 13th edn, American Assoc. of State Highway and Transp, Officials, Washington, D.C.
2. Almazan JL, De La Liera JC, Inaudi JA (1998) Modeling aspect of structural isolated with the frictional pendulum system. Earthquake Eng Struc 27:845-867
3. Bowden F, Tabor D (1964) The friction and lubrication of solids (Part II). Oxford University Press Oxford
4. Briscoe B, Smith A (1982) Time dependence effects in the shear of thin polymeric films. J Phy 15:79-594
5. BS5400 (1983) Steel concrete and composite bridges, bridge bearings. Sections 9.1 and 9.2, British Standards Inst., London, UK
6. Constantinou MC (1994) Design and application of sliding bearing. Passive and active structural vibration control in civil engineering, Soong, T.T. Constantinou, M.C., Springer-Verlag, New York Constantinou MC, Mokha A, Reinhorn, AM (1990) Teflon bearing in base isolation.II: Modeling, J Struct Engng, ASCE, 116(2): 455-474
7. DIN 4141 (1984) Structural bearings; general design rules. Deutsches Institut Fur Normung E.V. (German National Standard)
8. Federal Emergency Management Agency (2000) NEHRP guidelines for the Seismic Rehabilitation of Building, FEMA-356,Chapter 9, Washington, D.C.
9. IEEE Standard 693 (1998) Recommended practices for seismic design of substations. Piscataway, N.J.: IEEE Standards Department
10. lemura H, Taghikhany T, Takahashi Y, Jain SK (2005) Effect of variation of normal force on seis-mic performance of resilient sliding isolation systems in highway bridges. Earthquake Eng Struc 34(15):1777-1797
11. Johnson GS (2003) Equipment and Systems. In: Chen W, Scawthorn C, (ed) Earthquake Engineering Handbook, CRC Press, USA
12. Kelly JM, Chalhoub, MS (1990) Earthquake simulator testing of a combined sliding bearing and rubber bearing isolation system. UCB/EERC-87/04
13. Lei KM, Hemried, AG (1992) Seismic response of equipment in resilient-friction base isolated structures. Proceeding of tenth world conference on earthquake engineering, Madrid, Spain, 2013-2018
14. Mokha A, Constantinou, MC, Reinhorn AM (1990) Teflon bearing in base isolation.I: Testing. J Struct Engng, ASCE, 116(2):438-454
15. Morikawa Y, Fujita S (1992) Development of seismic isolation system for light equipment using friction pendulum bearing. Proceeding of tenth world conference on earthquake engineering, Madrid, Spain, 2287-2290
16. Park YJ, Wen YK (1986) Random vibration of hysteretic system under bi-directional ground motion. Earthquake Eng Struc 14(4):543-557
17. Saadeghvaziri AM, Feng MQ (2001) Experimental and analytical study of base-isolation for electric power equipment. Report on Research Progress and Accomplishments, MCEER Publication, State University of New York, Buffalo
18. Skinner RI, Robinson, WH, McVerry GH (1993) An introduction to seismic isolation. John Wiley & Sons, UK
19. Tikahashi Y, Iemura H, Yanagawa S, Hibi M (2004) Shaking table test for frictional isolated bridges and tribological numerical model of frictional isolator. Proceeding of thirteenth world conference on earthquake engineering, Vancouver, Canada WorkSafe Technologies Corporation (http://www.worksafetech. com/pages/isotest.html)
20. Zayas VA, Low, SS, Mahin, SA (1990) A simple pendulum technique for achieving seismic isolation. Earthquake Spectra 6(2): 317-333