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TECHNICAL PAPERS

Design of Earthquake Resistant Server Computer Structures

[+] Author and Article Information
Budy D. Notohardjono

IBM Corporation MS-P932, 2455 South Road, Poughkeepsie, NY 12601

James Wilcoski, James B. Gambill

U.S. Army Engineering Research and Development Center, Construction Engineering Research Laboratory, P.O. Box 9005, Champaign, IL 61826-9005

J. Pressure Vessel Technol 126(1), 66-74 (Feb 26, 2004) (9 pages) doi:10.1115/1.1638389 History: Received December 16, 2002; Revised June 04, 2003; Online February 26, 2004
Copyright © 2004 by ASME
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References

Figures

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Frame A and, B and C attached
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Frame C response in Bellcore y-axis test
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Earthquake and test response spectra at 5% damping
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Response spectra for Bellcore motions at 5% damping
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Torn sheet metal cage of Frame A and B after IBM-2 y-axis test
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Front face of Frame A and B prior to testing
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Frame A and B response in IBM-2 y-axis test
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Frame A and B response in IBM-2 x-axis test
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Response spectra for Bellcore motions along with reference spectra
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Bellcore z-axis shake table motions
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Bellcore y-axis shake table motions
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Bellcore x-axis shake table motions
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Response spectra for IBM-1 motions along with reference spectra
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IBM-1 z-axis shake table motions
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IBM-1 y-axis shake table motions
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IBM-1 x-axis shake table motions
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IBM-1 and IBM-2 reference spectra
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Frame turnbuckle tie-down
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Fully populated frame A and B
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Bellcore Seismic Zone 4 reference spectra at 2% damping
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Response spectra for IBM-2 motions along with reference spectra
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IBM-2 z-axis shake table motions
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IBM-2 y-axis shake table motions
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IBM-2 x-axis shake table motions

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