Damage identification in continuous beams and frame structures using the Residual Error Method in the Movement Equation-Reference-Cited by-同舟云学术

Damage identification in continuous beams and frame structures using the Residual Error Method in the Movement Equation

Published:2004-01 Issue:1 Volume:227 Page:1-17
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Brasiliano Andrea,Doz Graciela N,de Brito José Luis V

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference19 articles.

1. A numerical study of structural Damage Detection using Changes in the rotation of mode shapes;Abdo;J. Sound Vibration,2002

2. A vibration technique for non-destructively assessing the integrity of structures;Adams;J. Mechan. Eng. Sci.,1978

3. A correlation coefficient for modal vector analysis;Allemang;Proc. 1st Int. Modal Anal. Conf.,1982

4. Brasiliano, A., 2001. Caracterização de danos em estruturas aporticadas. Dissertação de Mestrado, Departamento de Engenharia Civil e Ambiental, Universidade de Brası́lia, Brası́lia, DF.

5. Evaluating structural deterioration by dynamic response;Chen;J. Struct. Eng.,1995

Cited by 25 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Near-Real-Time Identification of Seismic Damage Using Unsupervised Deep Neural Network;Journal of Engineering Mechanics;2022-03

2. Study on the dynamic identification method of the weak part of the bar-shaped combined structure;Advances in Mechanical Engineering;2021-02

3. Damage Identification and Quantification in Beams Using Wigner-Ville Distribution;Sensors;2020-11-19

4. Modelling and parameter identification of steel–concrete composite beams in 3D rigid finite element method;Archives of Civil and Mechanical Engineering;2020-09-03

5. An identification method of the weak link of stiffness for cantilever beam structure;Science Progress;2020-07