Skip to the main content

Preliminary communication

Shaking table study of masonry buildings with reinforced plaster

Hakan Başaran
Ali Demir
Muhiddin Bağcı
Emre Ercan


Full text: croatian pdf 787 Kb

page 625-633

downloads: 603

cite

Full text: english pdf 3.679 Kb

page 625-633

downloads: 629

cite


Abstract

The objective of this study is to determine seismic behaviour of masonry buildings with reinforced plaster mortar, with a particular focus on the modification of structural response due to application of the polypropylene and steel reinforced plaster, as compared to an ordinary type of plaster. The resistance of one-storey single-span masonry buildings subjected to seismic load on the shaking table is investigated in the study. Experimental results revealed natural periods, response acceleration spectrums, and spectrum interactions of masonry buildings. In addition, finite element models of test buildings were established, and their results were compared with those obtained during experimental study

Keywords

masonry building; reinforced plaster; shaking table; dynamic behaviour

Hrčak ID:

125585

URI

https://hrcak.srce.hr/125585

Publication date:

28.7.2014.

Article data in other languages: croatian

Visits: 2.320 *