Reliability sensitivity analysis for structural systems in interval probability form

By N. Xiao, Hongzhong Huang, Zhonglai Wang, Yu Pang, Liping He. 2011

80 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/93cef65e5636f175f0a7e82c7f4ebbc336628192

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

1. Hongzhong Huang
2. N. Xiao
3. Zhonglai Wang

In Statistics and Probability

1. Hongzhong Huang
2. Xiaoling Zhang
3. N. Xiao
4. Yu Liu
5. Zhonglai Wang

Citations in the corpus

• Unified uncertainty analysis by the mean value first order saddlepoint approximation (2012, methodology): “The performance function is given by (Huang and Du 2006; Xiao et al. 2011) Z = f (P, L , a, S, d, b f , tw, t f ) = σmax − S where σmax = Pa (L − a) d 2L I and I = b f d 3 − (b f − tw ) ( d − 2t f )3 12 The details of both random and interval variables are given in Table 4.”