2015
DOI: 10.1007/978-3-319-16130-3_11
|View full text |Cite
|
Sign up to set email alerts
|

Effect of Damage on the Dynamic Characteristics of St. Nicholas Cathedral in CYPRUS

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

1
2
0

Year Published

2016
2016
2019
2019

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(3 citation statements)
references
References 8 publications
1
2
0
Order By: Relevance
“…In the longitudinal arrangement, the sensors were not aligned along close to the buttresses and far from the centerline at the top of the roof of the building; in spite of that, it was along this line that the numerical model had predicted the largest longitudinal movements (Figure ). Similar observations have been obtained in the dynamic identification of other Gothic cathedrals .…”
Section: Dynamic Identificationsupporting
confidence: 86%
See 1 more Smart Citation
“…In the longitudinal arrangement, the sensors were not aligned along close to the buttresses and far from the centerline at the top of the roof of the building; in spite of that, it was along this line that the numerical model had predicted the largest longitudinal movements (Figure ). Similar observations have been obtained in the dynamic identification of other Gothic cathedrals .…”
Section: Dynamic Identificationsupporting
confidence: 86%
“…Some of the early applications of dynamic identification in studying historic structures can be consulted at . For recent applications, the reader is referred to .…”
Section: Introductionmentioning
confidence: 99%
“…It is noted that few built cultural heritage buildings in Famagusta have been studied before, given the difficult political situation, and that the present building is abandoned but not in ruined condition. A seismic assessment of other churches in the city can be found, [e.g., in Lourenço et al, 2012] for abandoned ruins and Votsis et al, [2015] for an in use cathedral, where also finite element modelling and non-destructives tests were performed. Other studies with similar procedures to the present research, which were successfully applied to complex masonry buildings, can be found, [e.g., in Mendes et al 2010;Marques et al, 2013;Roca et al, 2013 or Milani andValente, 2019].…”
Section: Introductionmentioning
confidence: 99%