Eccentrically braced frames

Authors

  • G. K. Sidwell Brickell Moss & Partners, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.18.4.355-359

Abstract

This paper is the result of deliberations of the Society's Study Group for the seismic design of steel structures.

References

NZS 4203: 1976 "General Structural Design and Design Loads for Buildings", Standards Association of New Zealand, Wellington.

NZ Ministry of Works and Development, "Seismic Design of Petrochemical Plants - Volume 1: Recommendations and Volume 2: Commentary", March 1981.

Roeder, Charles W. and Popov, Egor P., "Cyclic Shear Yielding of Wide-Flange Beams", Proc. ASCE, Vol. 104, No. EM4, Aug. 1978, pp. 763-780.

Roeder, Charles W. and Popov, Egor P., "Eccentrically Braced Steel Frames for Earthquakes", Proc. ASCE, Vol. 104, No. ST3, March 1978, pp. 391-412.

Popov, E.P., "Recent Research on Eccentrically Braced Steel Frames", SEAOC Conference , September 1981.

Popov , E.P., "An Update on Eccentric Seismic Bracing", Eng. Jnl., AISC, Vol. 17, No. 3, 1980.

Trahair, N.S., "The Behaviour and Design of Steel Structures", Methuen of Australia, 1977, 320 p.

Hjelmstad, Keith D. and Popov, Egor P., "Cyclic Behavior and Design of Link Beams", Proc. ASCE, Jour. of Struct. Engineering, Vol. 109, No. 10, Oct. 1983, pp. 2387-2403. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1983)109:10(2387)

Hjelmstad, Keith D. and Popov, Egor P., "Characteristics of Eccentrically Braced Frames", Proc. ASCE, Jour. of Struct. Engineering, Vol. 110, No. 2, Feb. 1984, pp. 340-353 . DOI: https://doi.org/10.1061/(ASCE)0733-9445(1984)110:2(340)

Malley , James O. and Popov, Egor , P., "Shear Links in Eccentrically Braced Frames", Proc. ASCE, Jour. of Struct. Engineering, Vol. 110, No. 9, Sept. 1984, pp. 2275-2295. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1984)110:9(2275)

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Published

31-12-1985

How to Cite

Sidwell, G. K. (1985). Eccentrically braced frames. Bulletin of the New Zealand Society for Earthquake Engineering, 18(4), 355–359. https://doi.org/10.5459/bnzsee.18.4.355-359

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