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Shaking table study of masonry buildings with reinforced plaster

Hakan Başaran
Ali Demir
Muhiddin Bağcı
Emre Ercan

Puni tekst: hrvatski pdf 787 Kb

str. 625-633

preuzimanja: 261


Puni tekst: engleski pdf 3.679 Kb

str. 625-633

preuzimanja: 484



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

Ključne riječi

masonry building, reinforced plaster, shaking table, dynamic behaviour

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Podaci na drugim jezicima: hrvatski

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