DISCUSSIONS AND CLOSURES
Oct 1, 1983
Closure to “Eccentric Bracing In Tall Buildings” by Andrew T. Merovich, Joseph P. Nicoletti, and Earl Hartle (September, 1982)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 109, Issue 10
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References
1.
U.S. Nuclear Regulatory Commission, Regulatory Guide 1.92, Combining Modal Responses and Spatial Components in Seismic Response Analysis, Revision 1, Washington, D.C., Feb., 1976.
2.
Jeing, J. C., “Problems in the Use of Root Sum Square Solutions for Three Dimensional Dynamic Analysis of Buildings,” Proceedings, Seventh World Conference on Earthquake Engineering, Turkey, 1980.
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Copyright © 1983 ASCE.
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Published online: Oct 1, 1983
Published in print: Oct 1983
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Andrew T. Merovich, M. ASCE
Project Engr., URS/John A. Blume & Associates, Engineers, 130 Jessie Street (at New Montgomery), San Francisco, Calif.
Joseph P. Nicoletti, F. ASCE
Senior Vice Pres., URS/John A. Blume & Associates, Engineers, San Francisco, Calif.
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