Abstract
Formulation of algorithms necessary to calculate Hasofer and Lind reliability index β HL supposes that the limit state function of the structural elements, G(X) = 0, and its derivatives, \( \frac{{\partial G}}{{\partial X}} \), are available under an explicit analytic form in the space of the random variables X i .
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© 1992 International Federation for Information Processing, Geneva, Switzerland
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El-Tawil, K., Lemaire, M., Muzeau, JP. (1992). Reliability Method to Solve Mechanical Problems with Implicit Limit States. In: Rackwitz, R., Thoft-Christensen, P. (eds) Reliability and Optimization of Structural Systems ’91. Lecture Notes in Engineering, vol 76. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84753-0_12
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DOI: https://doi.org/10.1007/978-3-642-84753-0_12
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