2007
DOI: 10.1002/stc.155
|View full text |Cite
|
Sign up to set email alerts
|

Use of vibration monitoring data to track structural changes in a retrofitted building

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
4
0

Year Published

2007
2007
2020
2020

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 10 publications
(5 citation statements)
references
References 3 publications
0
4
0
Order By: Relevance
“…Two typical SHM applications were investigated. The first application relates to the vibration/modal analysis that can be used for structural damage detection, as explained in . The vibration/modal analysis of a simple cantilever beam was performed.…”
Section: Application Examplesmentioning
confidence: 99%
“…Two typical SHM applications were investigated. The first application relates to the vibration/modal analysis that can be used for structural damage detection, as explained in . The vibration/modal analysis of a simple cantilever beam was performed.…”
Section: Application Examplesmentioning
confidence: 99%
“…They all are wired connected to a central acquisition system located in the building itself. Accelerometers, gages, fibre-optic strain sensors, laser based displacement sensors, and acoustic emission sensors and so on, have also been used to measure the changing characteristics of a building under retrofitting, as the construction progressed (Chassiakos et al, 2007). Very widespread is also remote monitoring of bridge structures (Mehrani et al, 2009), as their deterioration must be estimated and life time expectancy predicted, in order to assure user safety, which is critical also in many other public civil works (Bhalla et al, 2005).…”
Section: State Of the Art And Application Domainsmentioning
confidence: 99%
“…Traditional monitoring systems for vibration data collection from civil structures are based on networks of wired or wireless accelerometers and strain gages distributed along the structure . A major inconvenience of traditional sensor arrays is the cost of the sensors and electrical cables, as well as the significant labor in installation.…”
Section: Introductionmentioning
confidence: 99%