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- W2379969362 abstract "According to feature that goal function has more than one local extremum in displacement back analysis for underground engineering,a new means of displacement back analysis for underground engineering has been established through adopting FEM and self-adaptation idea on the basis of the improvement of the determining method of control parameters,such as initial temperature and number of state choice and annealing strategy,moreover,the relevant analytic software is developed.The analysis and comparison on the example of practical engineering indicates that the theoretical results tally well with practical ones,this method is more efficient than general annealing algorithm,and this paper has also perfected the theory about back analysis for underground engineering." @default.
- W2379969362 created "2016-06-24" @default.
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- W2379969362 date "2006-01-01" @default.
- W2379969362 modified "2023-09-26" @default.
- W2379969362 title "Resarch on improved simulated annealing algorithm in displacement back analysis of underground engineering" @default.
- W2379969362 hasPublicationYear "2006" @default.
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