Please use this identifier to cite or link to this item:
|Title:||Irregularities Induced by Nonstructural Masonry Panels in Framed Buildings|
|Authors:||NEGRO Paolo; COLOMBO Antonella|
|Citation:||Engineering Structures vol. 19 no. 7 p. 576-585|
|Type:||Articles in periodicals and books|
|Abstract:||The effects of the nonstructural masonry infills on the global seismic behaviour of frame structures are discussed, based on the results of full-scale pseudodynamic tests and the post-test calculations. The tests were performed on a four-storey framed structure designed according to Eurocode 8, with different infill configurations. The results show that an irregular distribution of the panels yields unacceptably large damage in the frame. In addition, it is shown that even a regular distribution of infills can lead to irregular behaviour of the frame. The possibility to predict the behaviour of such structures by means of global models is explored. Based on the comparison of the experimental and numerical results a set of guidelines for calibrating the global models to reliably predict the behaviour of this class of structures is given.|
|JRC Directorate:||Joint Research Centre Historical Collection|
Files in This Item:
There are no files associated with this item.
Items in repository are protected by copyright, with all rights reserved, unless otherwise indicated.