Adaption of fast Fourier transformations to estimate structural failure probability
By R. Penmetsa, Ramana V. Grandhi. 2003
54 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/9a60ccf7a2f749a5c7cc379c4f8081155172f44b
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- D. Wei
- Sharif Rahman
- Ramana V. Grandhi
- Wei Chen
- Glaucio H. Paulino
- Anthony Nouy
- Marc Duflot
- Bruno Sudret
In Statistics and Probability
- D. Wei
- Sharif Rahman
- Ramana V. Grandhi
- B. Rao
- Wei Chen
- Marcos A. Valdebenito
- Gerhart I. Schuëller
- Sanghoon Lee
Citations in the corpus
- Structural reliability analysis by univariate decomposition and numerical integration (2007, background): “, (22) exceeds 0.37473 [ 16 ]. If random variables X1 = m, X2 = Su, X3 = !, X4 = , X5 = Ro, and X6 = Ri have their statistical properties defined in Table 3, the performance function becomes”
- Gradient projection for reliability-based design optimization using evidence theory (2008, background): “(2004b) and Penmetsa and Grandhi (2003) along with many other researchers.”
- A univariate approximation at most probable point for higher-order reliability analysis (2006, methodology): “According to an SAE G-11 standard, the satisfactory performance of the disk is defined when the burst margin Mb, defined as Mb xa x ¼ 3amSuðRo RiÞ qx2ðR3o R3i Þ 1=2 ð19Þ exceeds a critical threshold of 0.37473 (Penmetsa and Grandhi, 2003).”