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改进复合形法及其在堆石坝参数反演中的应用

江沛华 魏松 汪莲 何顺宾

水力发电学报2011,Vol.30Issue(4):168-174,7.
水力发电学报2011,Vol.30Issue(4):168-174,7.

改进复合形法及其在堆石坝参数反演中的应用

Modified complex method and application to parameters back-analysis for rock-fill dam

江沛华 1魏松 2汪莲 1何顺宾2

作者信息

  • 1. 河海大学岩土力学与堤坝工程教育部重点实验室,南京210098
  • 2. 合肥工业大学土木与水利工程学院,合肥230009
  • 折叠

摘要

Abstract

A modified complex method based on chaos optimization is put forward to overcome the limitations of basic complex method,weak global searching capability and high probability of mapping failure for complicated optimization problems.It uses the features of chaos such as inherent randomness,ergodicity and sensibility to initial condition and takes the measures of constructing an initial complex by introducing chaotic variables,generating initial mapping parameters by using chaotic sequence and handling mapping failure by adding chaotic variables to disturb the current state of the complex.An algorithm is worked out and applied to parameters back-analysis of the Yele asphalt concrete core rock-fill dam.The results of this method show improvements in stability and convergence rate.

关键词

水工结构/复合形法/混沌优化/堆石坝/反演分析

Key words

hydro-structure/complex method/chaos optimization/rock-fill dam/back-analysis

分类

建筑与水利

引用本文复制引用

江沛华,魏松,汪莲,何顺宾..改进复合形法及其在堆石坝参数反演中的应用[J].水力发电学报,2011,30(4):168-174,7.

基金项目

河海大学岩土力学与堤坝工程教育部实验室开放基金项目 ()

国家自然科学基金 ()

水力发电学报

OA北大核心CSCDCSTPCD

1003-1243

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