Performance-based design and seismic reliability analysis using designed experiments and neural networks

Probabilistic Engineering Mechanics

Volumn 19, Issue 3, 2004, Pages 259-267

  Zhang, Jiansen ^a   Foschi, Ricardo O ^a  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

Design of experiments; Neural networks; Performance based design; Seismic reliability

Indexed keywords

COMPUTER SIMULATION; ESTIMATION; MONTE CARLO METHODS; NEURAL NETWORKS; OPTIMIZATION; PROBABILITY; RELIABILITY; STRUCTURAL ANALYSIS;

DESIGN OF EXPERIMENTS (DOE); PERFORMANCE-BASED DESIGN; SEISMIC RELIABILITY;

SEISMOLOGY;

EID: 2342545493     PISSN: 02668920     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.probengmech.2004.02.009     Document Type: Conference Paper

References (23)

1. Koehler J.R., Owen A.B. Computer experiments. In: Handbook of statistics 13. 1996;Elsevier, New York. p. 261-308.
2. Sacks J., Welch W.J., Mitchell T.J., Wynn P. Design and analysis of computer experiments. Stat Sci. 4:(4):1989;409-435.
3. Mckay M.D., Beckman R.J., Conover W.J. A comparison of three methods for selecting values on input variables in the analysis of output from a computer code. Technometrics. 21:(2):1979;239-245.
4. Tang B. Orthogonal array-based Latin hypercubes. J Am Stat Assoc. 88:(424):1993;1392-1397.
5. Park J.S. Optimal Latin-hypercube designs for computer experiments. J Stat Plan Inference. 39:(1):1994;95-111.
6. Morris M.D., Mitchell T.J. Exploratory designs for computer experiments. J Stat Plan Inference. 39:(1):1995;95-111.
7. Ye K.Q. Orthogonal column Latin hypercubes and their application in computer experiments. J Am Stat Assoc. 93:(444):1998;1430-1439.
8. Foschi R.O., Li H., Zhang J. Reliability and performance-based design: a computational approach and applications. Struct Safety. 24:2002;205-218.
9. Patternson D.W. Artificial neural networks: theory and application. 1997;Prentice-Hall, Englewood Cliffs, NJ.
10. Hornik K. Approximation capabilities of multilayered feedforward networks. Neural Netw. 4:(2):1991;251-257.
11. Melchers R.E. Structural reliability: analysis and prediction. 1975;Wiley, New York.
12. Li H., Foschi R.O. A inverse reliability method and its applications. Struct Safety. 20:(3):1998;257-270.
13. Ghaboussi J., Lin C.C. Performance-based design using structural optimization. Int J Earthquake Engng Struct Dyn. 29:(11):2000;1677-1690.
14. Wen Y.K. Reliability and performance-based design. Struct Safety. 23:(4):2001;407-428.
15. Bertero R.D., Bertero V.V. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach. Int J Earthquake Engng Struct Dyn. 31:(3):2002;627-652.
16. Bucher C.G., Bourgund U. A fast and efficient response surface approach for structural reliability problems. Struct Safety. 7:(1):1990;57-66.
17. Clough R.W., Penzien J. Dynamics of structures. 1975;McGraw-Hill, New York.
18. Amin M., Ang A.H.-S. Non-stationary stochastic models of earthquake motions. Proc ASCE, J Engng Mech Div. 94:(2):1968.
19. Li K.N. Three-dimensional nonlinear dynamic structural analysis computer program package CANNY-E user's manual. 1996;Canny Consultants PTE Ltd, Singapore.
20. Foschi R.O., Li H., Folz B., Yao F., Zhang J., Baldwin J. RELAN: a general software package for reliability analysis. 2000;Department of Civil Engineering, The University of British Columbia, Vancouver, Canada.
21. Recommended practice for planning design and constructing fixed offshore platforms, API-RP2A - WSD. 1993;American Petroleum Institute, Washington, DC.
22. Yan L., Byrne P.M. Lateral pile response to monotonic loads. Can Geotech J. 29:1992;955-970.
23. Foschi R.O. Modeling the hysteretic response of mechanical connectors for wood structures. Proceedings, World Timber Engineering Conference, Whistler, BC, August. 2000.