Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method
Due to many uncertainties in nonprobabilistic reliability assessment of bridges, the limit state function is generally unknown. The traditional nonprobabilistic response surface method is a lengthy and oscillating iteration process and leads to difficultly solving the nonprobabilistic reliability in...
Main Authors: | Xuyong Chen, Qian Chen, Xiaoya Bian, Jianping Fan |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2017-01-01
|
Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2017/1964165 |
Similar Items
-
Improved Nonprobabilistic Global Optimal Solution Method and Its Application in Bridge Reliability Assessment
by: Xiaoya Bian, et al.
Published: (2019-01-01) -
Application of Probabilistic and Nonprobabilistic Hybrid Reliability Analysis Based on Dynamic Substructural Extremum Response Surface Decoupling Method for a Blisk of the Aeroengine
by: Bin Bai, et al.
Published: (2017-01-01) -
Theoretical and Case Studies of Interval Nonprobabilistic Reliability for Tailing Dam Stability
by: Longjun Dong, et al.
Published: (2017-01-01) -
A Practical Method of Nonprobabilistic Reliability and Parameter Sensitivity Analysis Based on Space-Filling Design
by: Xin-dang He, et al.
Published: (2015-01-01) -
A Practical Nonprobabilistic Reliability Assessment Method on Key Strata Shear Failure in Longwall Mining
by: Hebing Luan, et al.
Published: (2015-01-01)