Expeditious damage index for arched structures based on dynamic identification testing

This paper presents a new damage detection index for arched structures, which can easily and quickly provide an estimate of their integrity. The results from eight laboratory tests performed on both reinforced and unreinforced adobe arches are used to define the index. The arches are damaged up to c...

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Bibliographic Details
Main Author: Giordano, Ersilia (author)
Other Authors: Mendes, N. (author), Masciotta, M. G. (author), Clementi, F. (author), Sadeghi, N. H. (author), Silva, Rui André Martins (author), Oliveira, Daniel V. (author)
Format: article
Language:eng
Published: 2020
Subjects:
Adobe arches
Dynamic identification
Operational Modal Analysis
Damage detection
Stiffness-frequency correlation
Pseudo-static tests
Finite Element Method
Science & Technology
Online Access:http://hdl.handle.net/1822/69070
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/69070

Internet

http://hdl.handle.net/1822/69070

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