DAMAGE IDENTIFICATION AND ASSESSMENT IN RC STRUCTURES USING VIBRATION DATA: A REVIEW

Author:

Fayyadh Moatasem Mohammed1,Razak Hashim Abdul1

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603, KL, Malaysia

Abstract

Inspection of structural components for damage is essential to decision-making for the maintenance of such structures. There have been many studies to assess the reinforced concrete (RC) structural elements. However, the experimental approach is still based on the conventional static test, which is time-consuming, costly, has intensive equipment and labour requirements and causes major disruptions to the existing use. Modal testing provides an integrated approach, i.e. both local and global characteristics can be ascertained for structural assessment. Depending on the accessibility to damage elements, little or no disruption to the existing use is incurred during testing works. The approach towards structural assessment work provides not only a viable but also a robust, less expensive and powerful alternative to conventional techniques. This paper presents the background of the behaviour of the RC material at different loading and unloading conditions, in order to understand its effect on the modal parameters. The use of modal testing for support stiffness deterioration is highlighted and studies on the use of modal testing for classification of damage source are presented. Studies on the use of modal testing for detection of damage severity and location algorithms and procedures are also presented.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference100 articles.

1. The effect of corrosion on the natural frequency and modal damping of reinforced concrete beams

2. Abe , M. ; Fujino , Y. ; Yoshida , J. 2000 . Dynamic behaviour and seismic performance of base-isolated bridges in observed seismic records , inProc. of the 12th World Conference on Earthquake Engineering, 30 January – 4 February 2000 , Auckland , New Zealand , 6 p.

3. Adachi , Y. ; Kagayama , T. ; Unjoh , S. ; Kondoh , M. 2000 . Non-linear seismic response characteristics study of a RC bridge column with seismic isolators by a shaking table test , inProc. of the 12th World Conference on Earthquake Engineering, 30 January – 4 February 2000 , Auckland , New Zealand . 8 p.

4. EFFECTS OF TESTING, ANALYSIS, DAMAGE, AND ENVIRONMENT ON MODAL PARAMETERS

5. AlShaarbaf , I. 1990 . Three-dimensional nonlinear finite element analysis of reinforced concrete beams in torsion . PhD Thesis . University of Bradford , UK .

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3