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Improved modal truncation error in the directly analytical method for damage identification of frame structures
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作者 Yang Youfa Xu Dian +1 位作者 Huang Jing Liang Wenguang 《Engineering Sciences》 EI 2010年第4期91-96,共6页
The damage identification is made by the numerical simulation analysis of a five-storey-and-two-span RC frame structure, using improved and unimproved direct analytical method respectively; and the fundamental equatio... The damage identification is made by the numerical simulation analysis of a five-storey-and-two-span RC frame structure, using improved and unimproved direct analytical method respectively; and the fundamental equations were solved by the minimal least square method (viz. general inverse method). It demonstrates that the feasibility and the accuracy of the present approach were impoved significantly, compared with the result of unimproved damage identification. 展开更多
关键词 frame structures the directly analytical method damage identification the modal truncation error the minimal least square method
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TO DETERMINE THAT ALL THE ROOTS OF A TRANSCENDENTAL POLYNOMIAL HAVE NEGATIVE REAL PARTS
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作者 Hu Bo 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 1997年第3期373-392,共20页
A transcendental polynomial which has all its roots lying in the left half plane is called stable. In this paper, the stability of transcendental polynomials which are nearly as general as those discussed by L. S. Po... A transcendental polynomial which has all its roots lying in the left half plane is called stable. In this paper, the stability of transcendental polynomials which are nearly as general as those discussed by L. S. Pontryagin are investigated through direct analytic method.For application of the method presented in this paper, the asymptotic stability of some differential-difference equations is investigated. 展开更多
关键词 Transcendental polynomial direct analytic method Asymptotic stability
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