Reliability analysis of laterally loaded piles in marine environments considering the degradation of flexural rigidity
Author:
Affiliation:
1. College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai, China
2. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, China
Funder
National Natural Science Foundation of China
Shanghai International Science and Technology Cooperation Project
Shanghai Science and Technology Commission
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2020.1839825
Reference35 articles.
1. Reliability-based optimization of laterally loaded piles
2. Reliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior
3. Probabilistic analysis of laterally loaded piles using response surface and neural network approaches
4. Chloride-induced reinforcement corrosion and concrete cracking simulation
5. Prediction of corrosion-induced cover cracking in reinforced concrete structures
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