Author:
Liolios Asterios,Liolios Angelos,Hatzigeorgiou George
Abstract
Abstract
The behaviour of reinforced concrete (RC) frames, which have been strengthened by cable elements and are subjected to multi- ple earthquakes, is numerically investigated. The purpose is to estimate damage indices in order to compare the seismic response of the structures before and after the retrofit by cable element strengthening and to select the optimum strengthening version
Publisher
Prof. Marin Drinov Publishing House of BAS (Bulgarian Academy of Sciences)
Cited by
12 articles.
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