Archive

Published: Građevinar 66 (2014) 7
Paper type: Preliminary report
Download article (Croatian): PDF
Download article (English): PDF

Shaking table study of masonry buildings with reinforced plaster

Hakan Başaran, Ali Demir, Muhiddin Bağcı, Emre Ercan

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

HOW TO CITE THIS ARTICLE:

Başaran, H., Demir, A., Bağcı, M., Ercan, E.: Shaking table study of masonry buildings with reinforced plaster , GRAĐEVINAR, 66 (2014) 7, pp. 625-633, doi: https://doi.org/10.14256/JCE.1036.2014

OR:

Başaran, H., Demir, A., Bağcı, M., Ercan, E. (2014). Shaking table study of masonry buildings with reinforced plaster , GRAĐEVINAR, 66 (7), 625-633, doi: https://doi.org/10.14256/JCE.1036.2014

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
1036 A1 WEB
Hakan Başaran
University Celal Bayar
Faculty of Civil Engineering
1036 A2 WEB
Ali Demir
University Celal Bayar
Faculty of Civil Engineering
Muhiddin Bagci
Muhiddin Bağcı
Celal Bayar University, Turkey
Faculty of Engineering
Department of Civil Engineering
1036 A4 WEB
Emre Ercan
University Ege
Faculty of Civil Engineering