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两类稳定性定理的改进

Improvements of Two Kinds of Stability Theorems
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摘要 本文对两类稳定性定理进行了改进.通过K函数性质,将原来马尔金稳定性定理中V函数导数在有限时间内可变号的性质,推广到长时间内,得到了新的非自治微分方程解的稳定性判定方法.对积分收敛判定定理中的不足进行了补充说明,并且对定理进行了改进和推广,得到了新的一致稳定性判定方法. In this paper, two kinds of stability theorems are improved. By the property of the K function, the property of the function's derivative in original Markin stability theorem is extended from the finite time to the infinite time, and this brings the new method to get the stability of the solution of the nonautonomous differen- tial equation. By the supplement of the integral convergence theorem , the new theorem is further improved and promoted, and a new determination method about uniform stability is obtained.
作者 杨墨 范英飞
出处 《数学理论与应用》 2017年第1期50-56,共7页 Mathematical Theory and Applications
关键词 马尔金 稳定性 积分收敛 一致稳定性 Malkin stability Integral convergence Uniform stability
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  • 1李克难.微分方程渐近稳定性定理的推广及应用[J].应用数学学报,1989,12(1):54-64. 被引量:7
  • 2吴斌,保海娥.实时子结构实验Chang算法的稳定性和精度[J].地震工程与工程振动,2006,26(2):41-48. 被引量:21
  • 3CLOUGH R W, PENZIEN J. Dynamics of Structures [M]. 2^nd Edition Revised Edition. Berkeley: Computers and Structures, Inc. 1995.
  • 4CHOPRA A K. Dynamics of Structures [M]. 2^nd Edition,影印版.北京:清华大学出版社,2005.
  • 5BATHE K J WILSON E L. Stability and accuracy analysis of direct integration methods [J]. Earthquake Engineering and Structural Dynamics, 1973, 1: 283 -291.
  • 6HILBER H M. , HUGHES T J R, TAYLOR R L. ColLocation, dissipalion and ‘over, hoot' for time integration schemes in structural dynamics [ J ]. Earthquake Engineering and Structural Dynamics. 1978, 6: 99-117.
  • 7WANG H D, ZHANG Y S, WANG W. A high order single step - β method for nonlinear structural dynamic analysis [J. Journal of Harbin Institute of Technology, 2003, 10(2) :113 -119.
  • 8[7]王高雄,周之铭,朱思铭.常微分方程[M].2版.北京:高等教育出版社,2004.
  • 9[2]王联,王慕秋.非线性常微分方程定性分析[M].成都:四川科学出版社,1988:381-382.
  • 10廖晓昕,稳定性的数学理论及应用,1988年

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