Reliability evaluations of 3-D frame subjected to non-stationary earthquake

Journal of Sound and Vibration

Volumn 259, Issue 4, 2003, Pages 797-808

  Chaudhuri, A ^a   Chakraborty, S ^b  

^a INDIAN INSTITUTE OF SCIENCE   (India)

^b INDIAN INSTITUTE OF ENGINEERING SCIENCE AND TECHNOLOGY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; MODAL ANALYSIS; RANDOM PROCESSES; RELIABILITY; STRUCTURAL FRAMES;

MULTISTORIED SPACE FRAME; NONSTATIONARY SIGMA OSCILLATORY MODEL; POWER SPECTRAL DENSITY; STOCHASTIC GROUND MOTION;

EARTHQUAKE RESISTANCE;

EID: 0037248346     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.2002.5115     Document Type: Article

References (22)

1. G. W. Housner 1947 Bulletin, Seismological Society of America 37, 19-31. Characteristic of strong-motion earthquake.
2. K. Kanai 1957 Bulletin of Earthquake Research Institute, Japan 35, 309-325. Seismic-emperical formula for the seismic characteristics of the ground.
3. V. V. Bolotin 1961 Statistical Methods in Structural Mechanics. San Francisco, CA: Holdenday, Inc.
4. M. Shinozuka and Y. Sato 1967 Journal of Engineering Mechanics Division, American Society of Civil Engineers 1, 11-40. Simulation of non-stationary process.
5. M. B. Priestley 1967 Journal of Sound and Vibration 6, 86-97. Power spectral analysis of nonstationary random process.
6. J. Naprstek and C. Fischer 1998 Seismic Design Practice into the Next Century, Proceedings of the Sixth SECED Conference, 237-244. Determination of stochastic characteristics of seismic non-stationary random excitation process.
7. Y. K. Lin and Y. Yong 1987 Journal of Engineering Mechanics, American Society of Civil Engineers, 113, 1119-1137 Evolutionary Kanai-Tajimi earthquake models.
8. F. Battaglia 1979 Bolletino della Unione Matematica Italiana 16B, 1154-1166. Some extension of evolutionary spectral analysis of a stochastic process.
9. J. P. Conte and B. F. Peng 1997 Journal of Engineering Mechanics American Society of Civil Engineers 123, 15-24. Fully nonstationary analytical earthquake ground-motion model.
10. N. C. Nigam and S. Narayanan 1994 Application of Random Vibration. New Delhi: Narosa.
11. Y. K. Lin and G. Q. Cai 1995 Probabilistic Structural Dynamics: Advanced Theory and Application. New York: McGraw-Hill.
12. L. D. Lutes and S. Sarkani 1997 Stochastic Analysis of Structural And Mechanical Vibration. Englewood Cliffs, NJ: Prentice-Hall.
13. S. H. Crandal, K. L. Chandiramani and R. G. Cook 1966 Journal of Applied Mechanics, American Society of Mechanical Engineers 33, 532-538. First passage problem in random vibration.
14. R. L. Racicot and F. Moses 1971 Journal of Applied Mechanics, American Society of Mechanical Engineers 38, 143-147. A first passage approximation in random vibration.
15. M. K. Yegain, E. A. Marciano and V. G. Ghahraman 1991 Journal of Geotechnical Engineering, American Society of Civil Engineers 117, 18-31. Seismic risk analysis for earth dams.
16. C. Y. Yang and A. H. D. Cheng 1993 Computational Stochastic Mechanics. 661-673. Amsterdam: Elsevier. Integrated earthquake reliability design of concrete arch dam-reservoir systems.
17. G. Q. Cai and Y. K. Lin 1998 Journal of Engineering Mechanics, American Society of Civil Engineers 124, 852-856. Reliability of nonlinear structural frame under seismic excitation.
18. V. Bayer and C. Bucher 1999 13th American Society of Civil Engineers Engineering Mechanics Division Conference, Johns Hopkins University, June 13-16. Reliability analysis of bridge subjected to random earthquake excitation by spectral importance sampling.
19. E. H. Vanmarcke 1975 Journal of Applied Mechanics, American Society of Mechanical Engineers 42, 215-220. On distribution of the first-passage time for normal stationary random processes.
20. T. K. Caughey 1960 Journal of Applied Mechanics, American Society of Mechanical Engineers 27, 269-271. Classical normal modes in damped linear dynamic systems.
21. J. P. Conte and B. F. Peng 1996 Probabilistic Engineering Mechanics 11, 37-50. An explicit closed-form solution for linear system subjected to nonstationary random excitation.
22. B. F. Peng and J. P. Conte 1998 Journal of Engineering Mechanics, American Society of Civil Engineers 124, 684-694. Closed-form solution for the response of linear systems to fully nonstationary random excitation.