Earthquake Load for Structural Reliability
Publication: Journal of Structural Engineering
Volume 115, Issue 6
Abstract
An ultimate limit‐state criterion is developed for the seismic reliability assessment of single‐story structures. This criterion is: When the structural precollapse energy absorption capacity is greater than the earthquake energy input, the structure can survive. Thus, the load effect is the maximum earthquake energy input which the building is expected to encounter during its lifetime. For the determination of this load effect, the seismic hazard potential as well as the dynamic characteristics of the structure and the ground motion are considered in this study. The seismic hazard term is determined from seismic source and attenuation models, and the dynamic characteristic term is determined from the energy input spectrum of inelastic single‐degree‐of‐freedom (SDOF) systems. The uncertainty involved in these terms is also investigated in order to calculate the failure probability.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Akiyama, H. (1980). Earthquake‐resistant limit‐state design for buildings. University of Tokyo Press, Tokyo, Japan (in Japanese).
2.
Arias, A. (1970). “A measure of earthquake intensity.” Seismic design for nuclear power plant, R. J. Hansen, ed., MIT Press, Cambridge, Mass., 438–483.
3.
Berg, G. V., and Thomaides, S. S. (1960). “Energy consumption by structures in strong‐motion earthquakes.” Proc. 2nd World Conference Earthquake Engrg., Japan, 2, July, 681–697.
4.
Campbell, K. W. (1985). “Strong motion attenuation relations: a ten‐year perspective.” Earthquake Spectra, 1(4), 759–804.
5.
Cornell, C. A. (1968). “Engineering seismic risk analysis.” Bull. Seismol. Soc. Am., 58(5), 1583–1606.
6.
Dobry, R., Oweis, I., and Urzua, A. (1976). “Simplified procedures for estimating the fundamental period of a soil profile.” Bull. Seismol. Soc. Am., 66(4), 1293–1321.
7.
Galambos, T. V. (1968). “Deformation and energy absorption capacity of steel structures in the inelastic range.” Am. Iron and Steel Inst. Bull., 8, March.
8.
Housner, G. W. (1956). “Limit design of structures to resist earthquakes.” Proc. World Conference Earthquake Engrg., June, 5.1–5.13.
9.
Housner, G. W., and Jennings, P. C. (1977). “The capacity of extreme earthquake motions to damage structures.” Structural and geotechnical mechanics, W. J. Hall, ed., Prentice‐Hall, Inc., Englewood Cliffs, N. J., 102–116.
10.
Kanai, K. (1961). “An empirical formula for the spectrum of strong earthquake motions.” Bull. Earthquake Res. Inst., Tokyo, Japan, March, 85–95.
11.
Kato, B., and Akiyama, H. (1975). “Energy input and damage in structures subjected to severe earthquakes.” Trans. Arch. Inst. of Japan, 235, Sept., 9–18 (in Japanese).
12.
Kato, B., and Akiyama, H. (1977). “Earthquake resistant design for steel buildings.” Proc. 6th World Conference Earthquake Engrg., 2, 1945–1950.
13.
Kiureghian, A. D., and Ang, A. H.‐S. (1977). “A fault‐rupture model for seismic risk analysis.” Bull. Seismol. Soc. Am., 67(4), 1173–1194.
14.
Kuwamura, H., and Galambos, T. V. (1968a). “Reliability analysis of steel building structures under earthquakes.” Structural engineering report, No. 86‐01, University of Minnesota, Minneapolis, Minn., May.
15.
Kuwamura, H., and Galambos, T. V. (1986b). “A probabilistic approach to seismic relaibility problem.” Summaries of Technical Papers of Annual Meeting, AIJ, Aug., 19–20, Tokyo, Japan.
16.
Kuwamura, H., and Galambos, T. V. (1987). “Probability distribution of maximum earthquake intensity.” J. Struct. Engrg., AIJ, 33B, March, 57–68, Tokyo, Japan.
17.
Murphy, M. J., and Bycroft, G. N. (1956). “The response of a nonlinear oscillator to an earthquake.” Bull. Seismol. Soc. Am., 46(1), 57–65.
18.
Newmark, N. M., and Hall, W. J. (1969). “Seismic design criteria for nuclear reactor facilities.” Proc. 4th World Conference Earthquake Engrg., II, Jan., 37–50.
19.
Seed, H. B., Idriss, I. M., and Kiefer, F. W. (1969). “Characteristics of rock motions during earthquakes.” J. Soil Mech. Found. Engrg. Div., ASCE, 95(5), 1199–1218.
20.
Thoniaides, S. S. (1964). “Earthquake response of systems with bilinear hysteresis.” J. Struct. Engrg., ASCE, 90(4), 123–143.
21.
Vanmarcke, E. H., and Lai, S.‐S. P. (1980). “Strong‐motion duration and RMS amplitude of earthquake records.” Bull. Seismol. Soc. of Am., 70(4), 1293–1307.
22.
Zahrah, T. F., and Hall, W. J. (1984). “Earthquake energy absorption in SDOF structures.” Journal of Struct. Engrg., ASCE, 110(8), 1757–1772.
Information & Authors
Information
Published In
Copyright
Copyright © 1989 ASCE.
History
Published online: Jun 1, 1989
Published in print: Jun 1989
Authors
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.