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Assessment of the expected seismic damage in the aggregated masonry buildings of the late XIX century of Barcelona, Spain

Author
Moreno, R.; Bairan, J.M.
Type of activity
Presentation of work at congresses
Name of edition
15th World Conference on Earthquake Engineering
Date of publication
2012
Presentation's date
2012-09-24
Book of congress proceedings
Proceedings of the Fifteenth World Conference on Earthquake Engineering, Portugal, 2012
First page
1
Last page
10
Repository
http://hdl.handle.net/2117/17975 Open in new window
URL
http://cataleg.upc.edu/record=b1419259~S1*cat Open in new window
Abstract
This paper aims at the evaluation of expected seismic damage of aggregated masonry buildings system, formed by a line of buildings along of the street; real buildings were studied of whom structural drawings were available. Each structure was individually built without any gaps between them, producing interaction among the buildings under lateral loads. Numerical model consists of 7 buildings: 5 in-row with rectangular shape and 2 corners (in the intersection of two streets) with a pentagonal sh...
Citation
Moreno, R.; Bairan, J. Assessment of the expected seismic damage in the aggregated masonry buildings of the late XIX century of Barcelona, Spain. A: World Conference on Earthquake Engineering. "Proceedings of the Fifteenth World Conference on Earthquake Engineering, Portugal, 2012". Lisboa: 2012, p. 1-10.
Group of research
ATEM - Structural and Materials Technology
TE - Structural Technology

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