SENSITIVITIES OF PARAMETERS DUE TO MODEL ERRORS AND MEASUREMENT NOISES IN STRUCTURAL IDENTIFICATION PROBLEMS-Reference-Cited by-同舟云学术

SENSITIVITIES OF PARAMETERS DUE TO MODEL ERRORS AND MEASUREMENT NOISES IN STRUCTURAL IDENTIFICATION PROBLEMS

Published:1990-10-20 Issue:422 Volume:1990 Page:145-154
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

MATSUI Kunihito¹²,KURITA Tetsushi¹³⁴

Affiliation:

1. JSCE

2. Dept. of Civil Eng., Tokyo Denki University

3. Tokyo Electric Power Services Co. Ltd.

4. Tokyo Denki Univ.

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1990/422/1990_422_145/_pdf

Reference17 articles.

1. 1) Udwadia, F. E., Sharma, D. K. and Shah, P. C.: Uniqueness of damping and stiffness distribution in the identification of soil and structural systems, Transactions of ASME, Journal of Applied Mechanics, Vol. 45, pp. 181-187, 1978.

2. 2) Béliveau. J. G.: Parameter estimation from no-normal modes of soil-structure interaction, Journal of Optimization Theory and Applications, Vol. 23, No. 1, pp. 41-51, 1977.

3. 3) Beck. J. L. and Jennings, P. C.: Structural identification using linear models and earthquake records, Earthquake Engineering and Structural Dynamics, Vol. 8, pp. 145-160, 1980.

4. 4) McVerry, G. H.: Structural identification in the frequency domain from earthquake records, Earthquake Engineering and Structural Dynamics, Vol. 8, pp. 161-180, 1980.

5. 5) Sawada, T., Tsujihara, O., Asega, H. and Kamiya, H.: A few remarks on the identification of linear chain model with multi-degrees of freedom in the frequency domain Journal of Structural Engineering, Vol. 32A, pp. 739-748, March 1986 (in Japanese).

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1. A LOCALIZED IDENTIFICATION METHOD OF MDOF STRUCTURES CONSIDERING INPUT MOTION NOISES BY EXTENDED KALMAN FILTER;Doboku Gakkai Ronbunshu;1997-07-21

2. CONFIDENCE REGION OF IDENTIFIED PARAMETERS DUE TO EFFECTS OF MEASUREMENT NOISE;Doboku Gakkai Ronbunshu;1997-04-21

3. TIME DOMAIN BACKCALCULATION OF PAVEMENT STRUCTURE BY USING MATRIX REDUCTION;Doboku Gakkai Ronbunshu;1997-02-20

4. CONFIDENCE REGION OF IDENTIFIED PARAMETERS DEPENDING UPON KNOWN PARAMETER ERRORS;Doboku Gakkai Ronbunshu;1996-04-21

5. SENSITIVITY ANALYSIS ON MODEL PARAMETER ERRORS AND MEASUREMENT NOISES IN FREQUENCY DOMAIN IDENTIFICATION PROBLEMS;Doboku Gakkai Ronbunshu;1995-10-21