DISCUSSIONS AND CLOSURES
Jul 1, 1991
Discussion of “Seismic Behavior of Concentrically Braced Frame” by Charles W. Roeder (August, 1989, Vol. 115, No. 8)
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VIEW THE REPLYAuthors: Chia‐Ming Uang, Associate Member, ASCE, and Vitelmo V. Bertero, Member, ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 117, Issue 7
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References
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Bjorhovde, R. (1988). “Columns: From theory to practice.” Engrg. J., 25(1), 21–34.
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Bjorhovde, R., and Birkemoe, P. C. (1979). “Limit states design of H.S.S. Column.” Canadian J. Civ. Engrg., 8(2), 276–291.
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Johnston, B. G. (1976). Guide to stability design criteria for metal structures, 3rd Ed., Struct. Stability Res. Council, John Wiley & Sons, New York, N.Y.
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Load and resistance factor design (LRFD) manual of steel construction. (1986). Amer. Inst. of Steel Constr., Chicago, Ill.
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Sherman, D. (1976). Tentative criteria for structural applications of steel tubes. American Iron and Steel Institute (AISI), Washington, D.C.
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Specification for the design, fabrication and erection of steel structure for buildings. (1980). Amer. Inst. of Steel Constr. (AISC), Chicago, Ill.
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Yamanouchi, H., Midorikawa, M., Nishiyama, I., and Watabe, M. (1989). “Seismic behavior of full‐scale concentrically braced steel building structure frame.” J. Struct. Engrg., ASCE, 115(8), 1917–1929.
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Copyright © 1991 ASCE.
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Published online: Jul 1, 1991
Published in print: Jul 1991
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Chia‐Ming Uang, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., 420 Snell Engrg. Ctr., Northeastern Univ., Boston, MA 02115
Vitelmo V. Bertero, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Berkeley, CA 94720
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