Research Article
Oct 1975

Optimal Design of Plane Frames

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Publication: Journal of the Structural Division
Volume 101, Issue 10

Abstract

This paper presents an application of state space optimization techniques to the optimal design of plane steel frames. AISC Code requirements are imposed, along with displacement, natural frequency, and member size constraints. A general structural design problem is defined and is then specialized to the case of plane frames. Results for three example problems are obtained with a computer program developed for the purpose. Results are compared with solutions available in the literature. New results are presented for cases in which multiple failure modes are imposed on the structure.

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Published In

Journal of the Structural Division
Volume 101Issue 10October 1975
Pages: 2063 - 2078

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Published in print: Oct 1975
Published online: Feb 1, 2021

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Jasbir S. Arora
Asst. Prof., Div. of Materials Engrg., Coll. of Engrg., Univ. of Iowa, Iowa City, Iowa
Edward J. Haug Jr.
Chief of Concepts and Technology, U.S. Army Armament Command, Rock Island, Ill.
Kwan Rim
Prof., Div. of Materials Engrg., Coll. of Engrg., Univ. of Iowa, Iowa City, Iowa

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