Abstract
A new concept to determine response functions is introduced into time variant systems reliability analyses. The class of response functions considered consists of second order polynomials. The coefficients for these polynomials are determined from combinations of the basic variables close to the limit state surface. The method is shown to give highly accurate results while reducing computational efforts considerably in comparison to full analysis.
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© 1989 International Federation for Information Processing, Geneva, Switzerland
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Bucher, C.G., Chen, Y.M., Schuëller, G.I. (1989). Time Variant Reliability Analysis Utilizing Response Surface Approach. In: Thoft-Christensen, P. (eds) Reliability and Optimization of Structural Systems ’88. Lecture Notes in Engineering, vol 48. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83828-6_1
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DOI: https://doi.org/10.1007/978-3-642-83828-6_1
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