The purpose of this paper is to describe a typical dynamic response of a tension systems realized by means of more pre-tensioned cable-beams for façade. Here, a seismic analysis according to Eurocode 8 has been carried out on a large tension façade recently built in Italy The results obtained from the non-linear transient dynamic analysis are discussed following the application of a set of EC8-earthquakes.
On the dynamic response of multi cable-beam systems for facade tension structures
GORI, ROBERTO;
2006
Abstract
The purpose of this paper is to describe a typical dynamic response of a tension systems realized by means of more pre-tensioned cable-beams for façade. Here, a seismic analysis according to Eurocode 8 has been carried out on a large tension façade recently built in Italy The results obtained from the non-linear transient dynamic analysis are discussed following the application of a set of EC8-earthquakes.File in questo prodotto:
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