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TECHNICAL PAPERS

Insights Gleaned From NRC-BNL Benchmark Evaluation of Seismic Analysis Methods for Non-Classically Damped Coupled Systems

[+] Author and Article Information
J. Xu, G. DeGrassi

Brookhaven National Laboratory, Upton, New York 11973-5000, USA

N. Chokshi

The United States Nuclear Regulatory Commission, Washington, D.C. 20555-0001, USA

J. Pressure Vessel Technol 126(1), 75-84 (Feb 26, 2004) (10 pages) doi:10.1115/1.1638388 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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BNL benchmark model no. 1
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BNL benchmark model no. 2
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BNL benchmark model no. 3
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BNL benchmark model no. 4a and 4b
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Comparison of maximum displacements for benchmark problem no. 1, Baseline Case Modal superposition time history analyses
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Comparison of maximum element shear forces for benchmark problem no. 1, Baseline Case Modal superposition time history analyses
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Comparison of maximum displacements Uy for benchmark problem no. 4a 16—modal superposition time history analyses
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Comparison of maximum SRSS element moments of S-component for benchmark problem no. 4a 16—modal superposition time history analyses
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Comparison of maximum displacements Ux for benchmark problem no. 4b 16—modal superposition time history analyses
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Comparison of maximum SRSS element moments of S-component for benchmark problem no. 4b 16—modal superposition time history analyses
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Comparison of actual maximum displacements Uy for benchmark problem no. 4a 16—modal superposition time history analyses
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Comparison of mean responses of maximum displacements for benchmark problem no. 1 for seven earthquakes—response spectrum methods
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Comparison of mean responses of maximum element shear forces for benchmark problem no. 1 for seven earthquakes—response spectrum methods
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Comparison of mean responses of maximum displacements Uy for benchmark problem no. 4a for seven earthquakes—response spectrum methods
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Comparison of mean responses of maximum displacements Ux for benchmark problem no. 4b for seven earthquakes—response spectrum methods
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Comparison of mean responses of maximum SRSS element moments of S-component for benchmark problem no. 4a for seven earthquakes—response spectrum methods
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Comparison of mean responses of maximum SRSS element moments of S-component for benchmark problem no. 4b for seven earthquakes—response spectrum methods

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