4.7 Article

Time-varying identification model for dam behavior considering structural reinforcement

Journal

STRUCTURAL SAFETY
Volume 57, Issue -, Pages 1-7

Publisher

ELSEVIER
DOI: 10.1016/j.strusafe.2015.07.002

Keywords

Dam; Structural reinforcement; Uncertain behavior; Time-varying identification model; Support vector regression; Bayesian approach

Funding

  1. National Natural Science Foundation of China [SN: 51179066, 41323001, 51139001, 51479054]
  2. Jiangsu Natural Science Foundation [SN: BK2012036]
  3. Doctoral Program of Higher Education of China [SN: 20130094110010]
  4. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering [SN: 20145027612]
  5. Research Program on Natural Science for Colleges and Universities in Jiangsu Province [SN: 14KJB520016]
  6. Science and Technology Innovation Foundation by Nanjing Institute of Technology [SN: CKJ2010010]

Ask authors/readers for more resources

Mathematical relationship model between structural response and its influence factors is often used to identify and assess dam behavior. Under the action of loads, changing material property, structural reinforcement and so on, dam behavior expresses the uncertain variation characteristics. According to the prototypical observations, objective and subjective uncertain information on dam behavior before and after structural reinforcement, support vector regression (SVR) method is combined with Bayesian approach to build the time-varying identification model for dam behavior after structural reinforcement. Firstly, a static SVR model identifying dam behavior is established. Secondly, Bayesian approach is adopted to adjust dynamically the calculated results of static identification model. A method determining the Bayesian prior distribution and likelihood function is developed to describe the objective and subjective uncertainty on dam behavior. Emphasizing the importance of recent information on dam behavior, an algorithm updating in real time the Bayesian parameters is proposed to reflect the characteristic change of dam behavior after structural reinforcement. Lastly, the displacement behavior of one actual dam undergoing structural reinforcements is taken as an example. The identification capabilities of classical statistical model, static SVR model and time-varying model are compared. It is indicated that the proposed time-varying model can provide more accurate fitted and forecasted results, and is more suitable to be used to evaluate the reinforcement effect of dangerous dam. (C) 2015 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available