TECHNICAL PAPERS
Oct 1, 1989

Optimization of Structural Design Checking

Publication: Journal of Structural Engineering
Volume 115, Issue 10

Abstract

It is generally acknowledged that design checking reduces the incidence of structural failure. Because checking is often seen as nonproductive and costs money, the optimal degree of design checking is of interest. In the present paper, a decision model is developed to determine the optimal level of design checking. It is applied to the design of a steel rafter for a portal frame building. The model incorporates the effect of either an insured or an uninsured designer. Optimization was achieved by maximizing the expected utility. Using the model, it was found that the use of thorough self‐checking and overview checking only is the optimal strategy, unless the consequences of failure are expected to be catastrophic, in which case one independent “design check” is also necessary.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 10October 1989
Pages: 2448 - 2460

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Published online: Oct 1, 1989
Published in print: Oct 1989

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Authors

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Mark G. Stewart
Lect., Dept. of Civ. Engrg., Univ. of Newcastle, Newcastle, New South Wales, 2308, Australia
Robert E. Melchers
Prof. of Civ. Engrg., Univ. of Newcastle, Newcastle, New South Wales, Australia

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