Građevinar | |
Shaking table study of masonry buildings with reinforced plaster | |
article | |
Hakan Başaran1  Ali Demir1  Muhiddin Bağcı1  Emre Ercan2  | |
[1] University Celal Bayar Faculty of Civil Engineering;University Ege Faculty of Civil Engineering | |
关键词: masonry building; reinforced plaster; shaking table; dynamic behaviour; | |
DOI : 10.14256/JCE.1036.2014 | |
学科分类:社会科学、人文和艺术(综合) | |
来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
【 摘 要 】
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.
【 授权许可】
CC BY
【 预 览 】
Files | Size | Format | View |
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RO202307150003641ZK.pdf | 3679KB | download |