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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 51
ENGINEERING STRUCTURES UNDER EARTHQUAKE LOADING Edited by: G. Thierauf
Paper I.2
Seismic Damage Scenarios for Urban Zones A.H. Barbat, F. Yepez and U. Mena
Technical University of Catalonia, Barcelona, Spain A.H. Barbat, F. Yepez, U. Mena, "Seismic Damage Scenarios for Urban Zones", in G. Thierauf, (Editor), "Engineering Structures under Earthquake Loading", Civil-Comp Press, Edinburgh, UK, pp 9-23, 1997. doi:10.4203/ccp.51.1.2
Abstract
A methodology based on the Italian vulnerability index
is developed to simulate the seismic damage of the buildings
of urban areas. The most important structural typologies
existing in such an area are considered in this
study, namely unreinforced masonry - typical for the old
buildings - and reinforced concrete buildings - usual in
the new designs. The proposed methodology takes advantage
of the results of the post-earthquake damage survey
study performed in Southern Spain after the 1993-1994 earthquakes. It has been developed in a probabilistic
frame, the Monte Carlo method being used to simulate
damage probability matrices, fragility curves and vulnerability
functions, all of which are the basis of any seismic
risk study. As an example, probable damage scenarios
were developed for a central zone of Barcelona (Spain),
the Eixample.
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