Stability of steel frames: the cases for simple elastic and rigorous inelastic analysis/design procedures

Author:

White Donald W,Hajjar Jerome F

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. LeMessurier WJ. Simplified K factors for stiffness controlled designs. In: Proceedings of ASCE 13th Structures Congress '95. New York: ASCE, 1995: 1797–812.

2. Gaylord CN, Watabe M, editors. Structural design of tall steel buildings, vol. SB. New York: Council on Tall Buildings and Urban Habitat and American Society of Civil Engineers, 1979.

3. Ellingwood B. Structural serviceability review and standard implementation. In: Proceedings of ASCE 14th Structures Congress '96. New York: ASCE, 1996: 436–43.

4. Stiffness optimization technique for 3D tall steel building frameworks under multiple lateral loadings;Chan;Engrg Struc,1994

5. American Institute of Steel Construction. Manual of steel construction: allowable stress design, 9th ed. Chicago, IL: AISC, Inc., 1989.

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