Study on dynamic reliability analysis of the structures with multidegree-of-freedom
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Abstract his paper presents a method of determining the upper and lower bounds of dynamic reliability for the structural system with multidegree-of-freedom by considering the “weakest link”. First, a new computational strategy of dynamic reliability analysis of structural system under stationary random response is submitted. Secondly, a simplification and improvement of the Poisson formula in dynamic reliability computation of the system with single degree of freedom is described. Finally, the method is applied to a large antenna structure to demonstrate the algorithm.
[1] Peter Sachs,et al. Wind Forces in Engineering , 1972 .
[2] S. Rice. Mathematical analysis of random noise , 1944 .
[3] Palle Thoft-Christensen,et al. Application of Structural Systems Reliability Theory , 1986 .
[4] Jian-Jun Chen. Analysis of engineering structures response to random wind excitation , 1994 .
[5] Ross B. Corotis,et al. First Passage of Nonstationary Random Processes , 1972 .