Testing facility for experimental evaluation of non-structural components under full-scale floor motions

Structural Design of Tall and Special Buildings

Volumn 18, Issue 4, 2009, Pages 387-404

  Mosqueda, Gilberto ^a   Retamales, Rodrigo ^a   Filiatrault, Andre ^a   Reinhorn, Andrei ^a  

^a UNIVERSITY AT BUFFALO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CURRENT CODES; EXPERIMENTAL EVALUATION; FLOOR MOTION; LIMITED DATA; MITIGATION MEASURES; MULTISTOREY BUILDINGS; NON-STRUCTURAL COMPONENTS; PARTITION WALLS; REPLACEMENT COSTS; SEISMIC BEHAVIOUR; SEISMIC VULNERABILITY; TESTING FACILITY;

DISKS (STRUCTURAL COMPONENTS); EARTHQUAKES; NUCLEAR INDUSTRY; POSITIVE IONS;

STRUCTURAL ANALYSIS;

EID: 67049118936     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.441     Document Type: Article

References (38)

1. Akkar S, Yazgan U, Gulkan P. 2005. Drift estimates in frame buildings subjected to near-fault ground motions. Journal of Structural Engineering 131(7): 1014-1024.
2. American Society of Civil Engineers (ASCE). 2005. Minimum design loads for buildings and other structures. American Society of Civil Engineers 7-05, Reston, VA.
3. American Society of Testing Materials (ASTM). 1997. Standard practices for cycle counting in fatigue analysis. American Society of Testing Materials 1049-R97, West Conshohocken, PA.
4. Badillo-Almaraz H, Whittaker AS, Reinhorn AM. 2007. Seismic fragility of suspended ceiling systems. Earthquake Spectra 23(1): 21-40.
5. Boroschek R, Retamales R. 2001. Damage observed in El Salvador's public hospital system during the January 13, 2001 earthquake. WHO/PAHO Collaborating Center for Disaster Mitigation in Health Facilities, University of Chile, Santiago, Chile.
6. Canadian Standard Association (CSA). 2002. Guideline for seismic risk reduction of operational and functional components (OFCs) of buildings. Standard CSA S832-801, Mississauga, Ontario, Canada.
7. Chock G, Robertson I, Nicholson P, Brandes H, Medley E, Okubo P, Hirshorn B, Sumada J, Kindred T, Linurna G, Sarwar A, Dal Pino J, Holmes W. 2006. Compilation of observations of the October 15, 2006, Kiholo Bay (Mw 6*7) and Mahukona (Mw 6*0) earthquakes, Hawai'i. Earthquake Engineering Research Institute, 31 December 2006.
8. Coull A, Choudhury JR. 1967a. Stresses and defl ections in coupled shear walls. ACI Journal Proceedings 64(2): 65-72.
9. Coull A, Choudhury JR. 1967b. Analysis of coupled shear walls. ACI Journal Proceedings 64(9): 587-593.
10. Federal Emergency Management Agency (FEMA). 1994. Reducing the risks of nonstructural earthquake damage, a practical guide. Report No. FEMA 74, Washington, DC.
11. Federal Emergency Management Agency (FEMA). 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Report No. FEMA 356, Washington, DC.
12. Federal Emergency Management Agency (FEMA). 2003. NEHRP recommended provisions for seismic regulations for new buildings and other structures. Report No. FEMA 450, Washington, DC.
13. Federal Emergency Management Agency (FEMA). 2004. Installing seismic restraints for electrical equipment. Report No. FEMA 413, Washington, DC.
14. Federal Emergency Management Agency (FEMA). 2007. Interim protocols for determining seismic performance characteristics of structural and nonstructural components through laboratory testing. Report No. FEMA 461, Washington DC.
15. Filiatrault A, Matt H. 2005. Experimental seismic response of high voltage transformer-bushing systems. Earthquake Spectra 21(4): 1009-1025.
16. Filiatrault A, Christopoulos C, Stearns C. 2001a. Guidelines, specifi cations, and seismic performance characterization of nonstructural building components and equipment. PEER Report 2002/05, University of California, Berkeley, CA.
17. Filiatrault A, Uang C-M, Folz B, Christopulos C, Gatto K. 2001b. Reconnaissance report of the February 28, 2001 Nisqually (Seattle-Olympia) Earthquake. Structural Systems Research Project Report N SSRP-2000/15, Department of Structural Engineering, University California, San Diego, La Jolla, CA.
18. Goodwin E, Maragakis E, Itani A. 2004. Seismic Evaluation of Hospital Piping Systems. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, British Columbia, Canada, 1-6 August. Paper No 1081.
19. Harris C. 2001. Shock and Vibration Handbook(5th edn). McGraw-Hill Professional. New York. Heidebrecht AC, Stafford-Smith B. 1973. Approximate analysis of tall wall-frame structures. Journal of Structural Engineering 99(2): 199-221.
20. International Code Council (ICC). 2006. International Building Code 2006. International Code Council Whittier, CA.
21. International Code Council Evaluation Service (ICC-ES). 2007. Acceptance Criteria for Seismic Qualifi cation by Shake-Table Testing of Nonstructural Components and Systems, International Code Council AC156. Whittier, CA.
22. Institute of Electrical and Electronic Engineers (IEEE). 2005. Recommended Practice for Seismic Design of Substations, IEEE Std.693. IEEE Power Engineering: New York, NY.
23. Iwan WD. 1997. Drift spectrum: measure on demand for earthquake ground motions. Journal of Structural Engineering 123(4): 397-404.
24. McGavin G, Patrucco H. 1994. Survey of non structural damage to healthcare facilities in the January 17, 1994 Northridge Earthquake. Report prepared for HMC Group, Ontario, Canada.
25. Miranda E. 2006. Use of probability-based measures for automated damage assessment. Journal of the Structural Design of Tall and Special Buildings 15(1): 35-50.
26. MTS. 2005. Model 793*00 System Software. Volume 1. Introduction Station Manager. User Information and Software Reference, MTS Systems Corporation. Eden Prairie, MN.
27. Nicholson JW, Bergman LA. 1986. Free Vibration of combined dynamical systems. Journal of Engineering Mechanics 112(1): 1-14.
28. Reinhorn AM, Sivaselvan MV, Liang Z, Shao X. 2004. Real-time dynamic hybrid testing of structural systems. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, British Columbia, Canada, 1-6 August. Paper No 1644.
29. Reinoso E, Miranda E. 2005. Estimation of fl oor acceleration demands in high-rise buildings during earthquakes. Journal of the Structural Design of Tall and Special Buildings 14(2): 107-130.
30. Restrepo J, Lang A. 2005. Year 7: performance evaluation of gypsum wallboard partitions, results of test 1. Interim Report to PEER Advisory Board. Pacifi c Earthquake Engineering Research Center (PEER). San Diego, CA.
31. Retamales R, Mosqueda G, Filiatrault A, Reinhorn AM. 2006. Experimental study on the seismic behavior of nonstructural components subjected to full-scale fl oor motions. Proceedings of the 8th US National Conference on Earthquake Engineering, San Francisco, CA, 18-21 April. Paper No 1520.
32. Shakal AF, Huang MJ, Darrage RB, Brady AG, Trifunac MD, Lindvall CE, Wald DJ, Heaton TH, Mori JJ. 1995. Recorded ground and structure motions. Earthquake Spectra 11(S2): 13-96.
33. Stafford-Smith B, Coull A. 1991. Tall building structures: analysis and design. Wiley Interscience. New York.
34. Taghavi S, Miranda E. 2003. Response assessment of nonstructural building elements. PEER Report 2003/05, University of California, Berkeley, CA.
35. Taghavi S, Miranda E. 2006. Seismic demand assessment on acceleration-sensitive building nonstructural components. Proceedings of the 8th US National Conference on Earthquake Engineering, San Francisco, CA, 18-21 April. Paper No 1520.
36. Villaverde R. 2004. Seismic analysis and design of nonstructural elements. Earthquake Engineering: from Engineering Seismology to Performance Based Engineering, Bozorgnia Y, Bertero V (eds). CRC Press LLC: Boca Raton, FL.
37. Wanitkorkul A, Filiatrault A. 2005. Simulation of strong ground motions for seismic fragility evaluation of nonstructural components in hospitals. Report No. MCEER 05-0005, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
38. Yuan TY, Whittaker A, Bruneau M. 2003. MCEER demonstration hospital-mathematical model and preliminary analysis results. Interim MCEER Report, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.