TECHNICAL PAPERS
Mar 1, 2001

Minimum Building Life-Cycle Cost Design Criteria. I: Methodology

Publication: Journal of Structural Engineering
Volume 127, Issue 3

Abstract

In view of the large damage suffered in recent earthquakes and hurricanes, building design criteria are developed to protect life and reduce damage and loss to an acceptable level. The problem is minimizing the expected total life-cycle cost with respect to the design load and resistance. Load uncertainty includes occurrence time, intensity, and duration. The costs of construction, maintenance, and failure consequences, including deaths and injuries, as well as discounting cost over time, are considered. Optimal values are obtained of design variables and target reliability under single and multiple time-varying loads. Also investigated is sensitivity of the optimal design to important loading and structural parameters. The optimal design is found to depend primarily on the limit state consequences (costs), and to a lesser degree on the structural life. For multiple hazards, the optimal design is controlled by the hazard with large uncertainty and severe failure consequences. In a companion paper applications are given of the method to design multistory office buildings against earthquakes and winds.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
American Institute of Steel Construction (AISC). ( 1994). Manual of steel construction—load and resistance factor design, 2nd Ed., Chicago.
2.
Ang, A. H. S., and Leon, D. ( 1997). “Development of target reliability for design and upgrading of structures.” Struct. Safety, Amsterdam, 14(1).
3.
American Petroleum Institute (API) RP2A-LRFD. ( 1990). Recommended practice for planning and construction fixed platforms—load and resistance factor design, 1st Ed., Dallas.
4.
ASCE. ( 1998). “Minimum design load for buildings and other structures.” ASCE 7-98.
5.
Cornell, C. A. ( 1996). “Reliability-based earthquake-resistant design—The future.” Proc., Emilio Rosenblueth Symposium, 11th World Conference on Earthquake Engineering, Acapulco, Mexico.
6.
Ellingwood, B. R., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1982). “Probability-based load criteria: Load factors and load combinations.”J. Struct. Div., ASCE, 108(5), 978–997.
7.
Federal Emergency Management Agency. ( 1992a). NEHRP handbook for the seismic evaluation of existing buildings, 178.
8.
Federal Emergency Management Agency. ( 1992b). A benefit-cost model for the seismic rehabilitation of buildings, Vols. 1 and 2, 227, 228.
9.
Frangopol, D., and Corotis, R. B., eds. ( 1994). “Reliability-based structural system assessment, design and optimization.” J. Struct. Safety, 16.
10.
Hiraishi, H., Midorikawa, M., Teshigawara, M., and Gojo, W. ( 1998). “Development of performance-based building code in Japan—Framework of seismic and structural provisions.” 2nd U.S.-Japan Workshop on Performance-Based Engineering, Applied Technology Council (ATC), San Francisco.
11.
Kanda, J., and Ellingwood, B. ( 1991). “Formulation of load factors based on optimal reliability.” J. Struct. Safety, 9, 197–210.
12.
Kanda, J., and Shah, H. ( 1997). “Engineering role in failure cost evaluation for buildings.” J. Struct. Safety, 19, 79–90.
13.
Kulicki, J. M., Mertz, D. R., and Wassef, W. G. ( 1995). “Load and resistance factor design for highway bridges.” FHWA HI-95-0017, Washington, D.C.
14.
Liu, S. C., Neghabat, F., and Dougherty, M. R. (1976). “Optimal aseismic design of building and equipment.”J. Engrg. Mech., ASCE, 102(3), 395–414.
15.
Rosenblueth, E. (1976). “Optimum design for infrequent disturbances.”J. Struct. Div., ASCE, 102(9), 1807–1825.
16.
Rosenblueth, E. (1976). “Towards optimum design through building codes.”J. Struct. Div., ASCE, 102(3), 591–607.
17.
Saito, T. ( 1998). “Target performance levels in seismic design.” Proc., 2nd U.S.-Japan Workshop on Performance-Based Engineering, Applied Technology Council (ATC), San Francisco.
18.
SEAOC. ( 1995). Vision 2000—Performance based seismic engineering of buildings, Structural Engineers Association of California, I, II.
19.
Second (ACT/BRI) U.S.-Japan Workshop on Performance-Based Engineering. (1998). Applied Technology Council (ATC), San Francisco.
20.
Wen, Y. K. ( 1990). Structural load modeling and combination for performance and safety evaluation, Elsevier Science, New York.
21.
Wen, Y. K. ( 1995). “Building reliability and code calibration.” Earthquake Spectra, 11(2), 269–296.
22.
Wen, Y. K., and Foutch, D. A. ( 1997). “Proposed statistical and reliability framework for comparing and evaluating predictive models for evaluation, design, and critical issues in developing such framework.” SAC/BD-97/03, SAC Joint Venture.
23.
Wen, Y. K., and Kang, Y. J. (2001). “Minimum building life-cycle cost design criteria. II: Applications.”J. Struct. Engrg., ASCE, 127(3), 338–346.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 3March 2001
Pages: 330 - 337

History

Received: Jun 6, 2000
Published online: Mar 1, 2001
Published in print: Mar 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE
Prof. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.
Sr. Struct. Engr., NetCom Technologies, Irvine, CA; formerly, Grad. Res. Asst., Univ. of Illinois at Urbana-Champaign, Urbana, IL.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share