AC-IBFGS-Based Inversion Method for Estimating the Quasi-Viscoelastic Parameters of Arch Dams

Author:

Gu Hao1,Yang Meng2ORCID,Gu Chongshi1,Huang Xiaofei3

Affiliation:

1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China

2. Nanjing Hydraulic Research Institute, Nanjing, China

3. Department of Information Consulting, Library of Hohai University, Nanjing, China

Funder

National Natural Science Foundation for Young Scientists of China

State Key Program of National Natural Science of China

China Postdoctoral Science Foundation

Open Fund of National Dam Safety Research Center

National Natural Science Foundation of China

Open Fund of Research Center on Levee Safety Disaster Prevention of Ministry of Water Resources

Basic Research Project Funded of National Key Laboratory

Fundamental Research Funds for the Central Universities

Publisher

Institute of Electrical and Electronics Engineers (IEEE)

Subject

General Engineering,General Materials Science,General Computer Science,Electrical and Electronic Engineering

Reference31 articles.

1. An adaptive scaled BFGS method for unconstrained optimization

2. A new regularized limited memory BFGS-type method based on modified secant conditions for unconstrained optimization problems

3. Back-analysis of instantaneous and rheological deformation parameters for concrete faced rockfill dams;chi;J Hydraulic Eng,2016

4. Back analysis of mechanical parameters of roller compacted concrete dam

5. Inversion of actual dam concrete creep degree based on measured strain;huang;Water Resources and Hydropower,2012

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