Concentrically braced frames
DOI:
https://doi.org/10.5459/bnzsee.18.4.351-354Abstract
This paper is the result of deliberations of the Society's Study Group for the seismic design of steel structures.
References
Tanaka, A., Motita., K. and Yamanouchi, H.f "Damage of Braced Steel Frames Due to the 1978 Miyagiken-Oki Earthquake", Proc. 7WCEE, Vol.4, Istanbul, Turkey, 1980. pp.49-56.
NZS 4203:1976; "Code of Practice for General Structural Design and Design Loadings for Buildings", Standards Assoc. of N.Z., Wellington, 1976.
NZS 3404:1977; "Code of Design of Steel Structures (with Commentary)"; Standards Assoc. of N.Z., Wellington, 1977.
"Seismic Design of Petrochemical Plants"; prepared by N.Z. Ministry of Works and Development for Ministry of Energy, Wellington, March 1981.
Wakabayashi, M. , Matsui, C , Minanui, K., and Mitani, I., "Inelastic Behaviour of Steel Frames Subjected to Constant Vertical and Alternating Horizontal Loads"; Proc. 5WCEE, Vol.1, Rome 1973, pp.1194-1197.
Popov, E.P. and Black E.P., "Steel Struts Under Severe Cyclic Loadings"; Proc. ASCE, Vol.107, No.ST9, Sept. 1981, pp.1857-1881.
"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings"; American Institute of Steel Construction, Chicago, 1978.
Black, G.R., Wenger, W.A. and Popov, E.P., "Inelastic Buckling of Steel Struts Under Cyclic Load Reversals"; EERC Report 80-40, University of California, Berkeley, October 1980.
Nordenson, G.J.P., "Notes on the Seismic Design of Steel Concentrically Braced Frames"; Proc. 8WCEE, Vol. V, San Francisco, July 1984, pp.395-402.
"Recommended Lateral Force Requirements"; Structural Engineers Association of California, San Francisco, 1960, with subsequent amendments.
Aoyama, H., "Outline of Earthquake Provisions in the Recently Revised Japanese Building Code"; Bull. NZNSEE, Vol.14, No.2, June 1981.
Jain, A.K., Goel, S.C. and Hanson, R.D., "Hysteretic Cycles of Axially Loaded Steel Members"; Proc. ASCE, Vol.106, NO.ST8, August 1980, pp.1777- 1795.
Jain, A.K., and Goel, S.C, "Designing Multistorey Braced Steel Frames for Earthquakes", Proc. 7WCEE, Vol. 4, Istanbul, Sept. 1980, pp. 9-16.
Cheng, F.Y., "Energy Distribution Criteria for Braced and Unbraced Structural Design Subjected to Para- metric Earthquakes"; Proc. 7WCEE, Vol. 6, Istanbul, Turkeu 1980, pp.665-672.
Toyama, K., "Seismic Behaviour of Steel Bent-Bracing System", KICT Report No.41, Kajima Institute of Construction Technology, Kajima Corporation, Tokyo, March 1983, 47 pp.
Astaneh-Asl, A., Goel, S.C, and Hanson, R.D., "Cyclic Out-of-Plane Buckling of Double Angle Bracing", ASCE, Jnl. of Struct. Eng., Vol. 111, No.5, May 1985, pp.1135-1153. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1985)111:5(1135)
Goel, S.C and Astaneh-Asl, A., "Cyclic Behaviour of Double Angle Bracing Members with Welded Connect- ions", Proc. 8WCEE, Vol.VI, San Francisco, July 1984, pp.241-248.
Astaneh-Asl, A., Goel, S.C. and Hanson, R.D., "Cyclic Behaviour of Double Angle Bracing Members with Bolted Connection", Proc. 8WCEE, Vol. VI, San Francisco, July 1984, pp.249-256.
Goel, S.C and Hanson, R.D., "Seismic Behaviour of Multistorey Braced Steel Frames", Proc. 5WCEE, Vol.2, Rome 1974, pp.2934-2943.
Anderson, J.C, "Seismic Behaviour of K-Braced Framing Systems"; Proc. ASCE. Vol.101, No.ST10, October 1975, pp. 2147-2159.
"Uniform Building Code", International Conference of Building Officials, Whittier, Calif., 1973.
Goel, S.C, "Seismic Behaviour of Multistorey K-Braced Frames Under Combined Horizontal and Vertical Ground Motion"; Proc. 6WCEE, Vol.11, New Delhi, 1977, pp.1172-1177.
Walpole, W.R. and Butcher, CW. "Beam Design", Section C - NZNSEE Study Group for the Seismic Design of Steel Structures, Bull. NZNSEE, Vol. 18, No. 4, December 1985, pp.337-343,
AS 1250-1981 "SAA Steel Structures Code", Standards Assoc. of Australia, Sydney, 1981.
