Least‐Weight Design of Steel Frameworks Accounting for P‐Δ Effects

Author:

Hall Sandra Katherine,Cameron Gordon Edward,Grierson Donald Edward

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. A reevaluation of the Canadian provisions pertaining to steel beam–column design and frame stability

2. Cameron G. E. (1984). “Optimal structural synthesis of planar trusses subject to Canadian and American design standards using commercially available standard steel sections ” thesis presented to the University of Waterloo Waterloo Ontario Canada in partial fulfillment of the requirements for the degree of Master of Applied Science.

3. Cameron G. E. (1989). “An expert system for structural steel design ” thesis presented to the University of Waterloo Waterloo Ontario Canada in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

4. Chiu T. C. W. (1982). “Structural synthesis of skeletal frameworks under service and ultimate performance constraints ” thesis presented to the University of Waterloo Waterloo Ontario Canada in partial fulfillment of the requirements for the degree of Master of Applied Science.

5. Fleury C. and Sander G. (1979). “Generalized optimality criteria for frequency constraints buckling constraints and bending elements.” LTAS Report SA‐78 Univ. of Liege Liege Belgium.

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