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钢框架连接损伤的两种改进BP算法的比较分析
Comparative Analysis of Two Kinds of Improved BP Algorithm Used for Structural Damage Identification
【摘要】 本文对一个四层钢框架连接损伤进行数值模拟,比较了两种改进算法的测试结果,即阈值和权值同步学习BP算法(改进算法2)以及L-M算法(改进算法1)。从而证明了改进算法2更精确、更优越。
【Abstract】 In this paper,through numerical veritification on connection damage of a four-story steel frame,the test results of two kinds of improved BP algorithms,which are BP algorithm with weight and threshold synchro-learning ability(shorted for improved BP algorithm 1) and Levenberg-Marquardt algorithm(shorted for improved BP algorithm 2) are compared.As a result,it is proved that the improved BP algorithm 2 is more accurate and more superior.
【关键词】 结构连接损伤识别;
组合参数;
改进BP算法;
【Key words】 structural connection damage identification; combined parameter; improved BP algorithm;
【Key words】 structural connection damage identification; combined parameter; improved BP algorithm;
【基金】 甘肃省建设科技攻关项目
- 【文献出处】 工程抗震与加固改造 ,Earthquake Resistant Engineering and Retrofitting , 编辑部邮箱 ,2006年06期
- 【分类号】TU328;TU311.4
- 【被引频次】6
- 【下载频次】69