Non-probabilistic convex models and interval analysis method for dynamic response of a beam with bounded uncertainty

By Juxi Hu, Zhiping P. Qiu. 2010

64 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/c641372ce27a7720c2bae2cbf02b2c4764c5ee21

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. Francis Tin-Loi
2. Chongmin Song
3. Wei Gao
4. Zhen Luo
5. Jinglai Wu
6. Di Wu
7. Liping Chen
8. Xiaojing Li

In Statistics and Probability

1. Jinglai Wu
2. Zhen Luo
3. Di Wu
4. Yunqing Zhang
5. Chongmin Song
6. Wei Gao
7. Francis Tin-Loi
8. Liping Chen

Citations in the corpus

• A Chebyshev interval method for nonlinear dynamic systems under uncertainty (2013, methodology): “The interval analysis method and convex model were employed in the analysis of structure dynamics response under uncertain conditions [23,24].”
• Hybrid probabilistic interval analysis of bar structures with uncertainty using a mixed perturbation Monte-Carlo method (2011, methodology): “Combined with interval operations, antioptimization method [25], perturbation method [26,27], convex method [28,29], Monte-Carlo simulation method [30], interval finite element method [31,32] and affine arithmetic [33] have been adopted to analyze structures with interval parameters.”