TECHNICAL PAPERS
Dec 1, 1996

Economic Evaluation of Design Codes—Case of Seismic Design

Publication: Journal of Structural Engineering
Volume 122, Issue 12

Abstract

This paper presents a methodology for economic evaluation of design codes. The optimal design level of a product—a component, a system, or a facility—is determined as the one that involves the highest net life-cycle benefit, i.e., benefits less costs to society. The costs may include the production cost, the operating and maintenance expenses, and the cost of malfunctioning to the product, its users, other parties that may be affected, and to the system within which it is employed. The particular application of the methodology involves seismic design of buildings. The total life-cycle cost in the case of seismic design is composed of the initial cost of the building designed for a selected level of peak ground acceleration and the expected cost of failure due to an excessive earthquake. The latter includes the cost of fatalities, of injuries, the cost of damage to buildings, and the cost of inactivity due to damage. The optimal level of the design acceleration results in a minimum total life-cycle cost. The methodology for calculation of each component of the life-cycle cost is explained, and an application example is presented.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 12December 1996
Pages: 1400 - 1408

History

Published online: Dec 1, 1996
Published in print: Dec 1996

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Authors

Affiliations

A. Warszawski
Prof., Ashtrom Chair of Industrialized Build., Technion, Israel Inst. of Technol. and Nat. Build. Res. Inst., Haifa, 32000 Israel.
J. Gluck
Prof. of Civ. Engrg., Technion, Israel Inst. of Technol. and Nat. Build. Res. Inst., Haifa, 32000 Israel.
D. Segal
Sr. Res., Technion, Israel Inst. of Technol. and Nat. Build. Res. Inst., Haifa, 32000 Israel.

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