DYNAMIC LOAD IDENTIFICATION FOR UNCERTAIN STRUCTURES BASED ON INTERVAL ANALYSIS AND REGULARIZATION METHOD

By Jie Liu, Xu Han, Chao Jiang, H. Ning, Y. C. Bai. 2011

79 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/7b2523b41613ac3ebdcad73a358ade12d18fd9f2

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. Chao Jiang
2. Bingjie Ni
3. Xianghua Meng
4. Eric Li
5. Zhicheng He
6. Zhuomin Zhang
7. Xu Han
8. Xingsheng Sun

In Control and Systems Engineering

1. Chao Jiang
2. Xu Han
3. Bingjie Ni

In Statistics and Probability

1. Bingjie Ni
2. Chao Jiang
3. Xu Han
4. C. Fu
5. Eric Li
6. Zhicheng He
7. Zhuomin Zhang
8. Xianghua Meng

Citations in the corpus

• Multi-source random excitation identification for stochastic structures based on matrix perturbation and modified regularization method (2019, methodology): “[28, 29] used Gegenbauer polynomial expansion theory and interval analysis method to identify dynamic loads acting on stochastic structures in time domain.”
• A novel shape function approach of dynamic load identification for the structures with interval uncertainty (2016, background): “There are few scholars who research dynamic load identification for structures with interval uncertainty (Liu et al. 2011).”
• Interval arithmetic operations for uncertainty analysis with correlated interval variables (2016, methodology): “An inverse technique with interval analysis was proposed to identify the bounds of structures under dynamic load [23].”