TECHNICAL PAPERS
Jun 1, 1986

Structural Response to Uncertain Seismic Excitations

Publication: Journal of Structural Engineering
Volume 112, Issue 6

Abstract

Probabilistic and statistical descriptors are developed for the response of nonhysteretic oscillators subject to modulated Gaussian ground acceleration with uncertain scale. The probabilistic descriptors correspond to postulated values of the scale of the ground acceleration process while the statistical descriptors account for the uncertainty in this parameter. The analysis focuses on the mean (failure) rate at which the response exceeds the structural strength. It shows that unconservative designs can result when the uncertainty in the scale of the ground acceleration is disregarded. This unfavorable effect is less significant for nonlinear structures than for linear structures in the cases examined in the paper.

Get full access to this article

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

References

1.
Abramowitz, M., and Stegun, I. A., Eds., Handbook of Mathematical Functions, Dover Publications, Inc., New York, N.Y., 1972.
2.
Bolotin, V. V., Statistical Methods in Structural Mechanics, Hollen‐Day, Inc., San Francisco, Calif., 1965.
3.
Corotis, R. B., Vanmarcke, E. H., and Cornell, C. A., “First Passage of Nonstationary Random Processes,” Journal of the Engineering Mechanics Division, ASCE, Vol. 98, No. EM2, Proc. Paper 8816, Apr., 1972, pp. 401–414.
4.
Cramer, H., and Leadbetter, M. R., Stationary and Related Stochastic Processes, John Wiley & Sons, New York, N.Y., 1967.
5.
Der Kiureghian, A., “Structural Response to Stationary Excitations,” Journal of the Engineering Mechanics Division, ASCE, Vol. 106, No. EM6, Proc. Paper 15898, Dec., 1983, pp. 1195–1213.
6.
Fuller, A. T., “Analysis of Nonlinear Stochastic Systems by Means of the Fokker‐Planck Equation,” International Journal of Control, Vol. 9, No. 6, 1969, pp. 603–655.
7.
Gasparini, D. A., “Response of MDOF Systems to Nonstationary Random Excitations,” Journal of the Engineering Mechanics Division, ASCE, Vol. 105, No. EM1, Proc. Paper 14341, Feb., 1979, pp. 13–27.
8.
Grigoriu, M., “Mean‐Square Structural Response to Stationary Ground Acceleration,” Journal of the Engineering Mechanics Division, ASCE, Vol. 107, No. EM5, Proc. Paper 16595, Oct., 1981, pp. 969–986.
9.
Grigoriu, M., “Structural Response to Modulated Random Excitation,” presented at the May 24–25, 1983, ASCE EMD Specialty Conference, Purdue Univ., West Lafayette, Ind.
10.
Grigoriu, M., “Response of Linear and Nonlinear Oscillators to Statistically Uncertain Seismic Excitations,” presented at the August 19–23, 1985, 8th International Conference on Structural Mechanics in Reactor Technology, held at Brussels, Belgium.
11.
Hasselman, T. K., and Simonian, S. S., “Structural Uncertainty in Seismic Risk Analysis,” NUREG/CR‐1560, UCRL‐15218, Lawrence Livermore, Calif., Oct., 1980.
12.
Lai, S.‐S. P., “Statistical Characterization of Strong Motions Using Power Spectral Density Function,” Bulletin of the Seismological Society of America, Vol. 72, No. 1, Feb., 1982, pp. 259–274.
13.
Lin, Y. K., Probabilistic Theory of Structural Dynamics, McGraw‐Hill, New York, N.Y., 1967.
14.
Mohraz, B., “A Study of Earthquake Response Spectra for Different Geological Conditions,” Bulletin of the Seismological Society of America, Vol. 66, No. 3, June, 1976, pp. 915–935.
15.
Park, Y.‐J., and Ang, A. H.‐S., “Mechanistic Seismic Damage Model for Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 111, No. 4, Apr., 1985, pp. 722–739.
16.
Singh, M. P., “Generation of Seismic Floor Spectra,” Journal of the Engineering Mechanics Division, ASCE, Vol. 101, No. EM5, Proc. Paper 11651, Oct., 1975, pp. 593–607.
17.
Stratonovich, R. L., Topics in the Theory of Random Noise, Vol. 1, Gordon and Breach Science Publishers, New York, N.Y., 1963.
18.
Sues, R. H., Wen, Y.‐K., Ang, A. H.‐S., “Stochastic Evaluation of Seismic Structural Performance,” Journal of Structural Engineering, ASCE, Vol. 111, No. 6, June, 1985, pp. 1204–1218.
19.
Vanmarcke, E. H., “Structural Response to Earthquakes,” Seismic Risk and Engineering Decisions, C. Lomnitz and E. Rosenblueth, Eds., Elsevier Publishing Co., Amsterdam, The Netherlands, 1976, pp. 287–337.
20.
Vanmarcke, E. H., and Lai, S.‐S. P., “Strong‐Motion Duration and Rms Amplitude of Earthquake Records,” Bulletin of the Seismological Society of America, Vol. 70, No. 4, Aug., 1980, pp. 1293–1307.
21.
Zellner, A., An Introduction to Bayesian Inference in Econometrics, John Wiley and Sons, Inc., New York, N.Y., 1971.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 6June 1986
Pages: 1355 - 1365

History

Published online: Jun 1, 1986
Published in print: Jun 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Mircea Grigoriu, M. ASCE
Assoc. Prof. of Civ. Engrg., Cornell Univ., Ithaca, NY 14853

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