DISCUSSIONS AND CLOSURES
Apr 1, 1995
Closure to “State‐of‐the‐Art Report on Seismic Performance of Unreinforced Masonry Buildings” by Michel Bruneau
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 121, Issue 4
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References
1.
Alesch, D. J., and Petak, W. J. (1986). The politics and economics of earthquake hazard mitigation. Inst. of Behavioral Sci., Univ. of Colorado, Boulder, Colo.
2.
Asakura, A. A. (1987). “Program for strengthening of unreinforced brick masonry buildings in Los Angeles.” Proc., 2nd Joint USA‐Italy Workshop on Evaluation and Retrofit of Masonry Structures, 19–62.
3.
Nakaki, D. K., and Hart, G. C. (1992). “A proposed seismic design approach for masonry shear walls incorporating foundation uplift.” Masonry Soc. J., 11(1), 29–36.
4.
Kariotis, J. (1986). “Rule of general application—basic theory.” Earthquake hazard mitigation of unreinforced pre‐1933 masonry buildings, Struct. Engrs. Association of California, Sacramento, Calif.
5.
Yim, C. S., and Chopra, A. K. (1983). “Effects of transient foundation uplift on earthquake response of structures.” Rep. No. UBC/EERC‐83/09, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 121 • Issue 4 • April 1995
Pages: 789 - 791
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Copyright © 1995 ASCE.
History
Published online: Apr 1, 1995
Published in print: Apr 1995
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Authors
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Michel Bruneau, Member, ASCE
Assoc. Prof., Civ. Engrg. Dept., 161 Louis Pasteur, Univ. of Ottawa, Ottawa, Ontario K1N 6N5.
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