Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model

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• 作者：Elizabeth Vintzileou ; Charalambos Mouzakis…
• 关键词：Diaphragm action ; Grout injection ; Seismic behaviour ; Shaking table tests ; Three ; leaf stone masonry
• 刊名：Bulletin of Earthquake Engineering
• 出版年：2015
• 出版时间：October 2015
• 年：2015
• 卷：13
• 期：10
• 页码：3107-3133
• 全文大小：5,176 KB
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• 作者单位：Elizabeth Vintzileou (1)
  Charalambos Mouzakis (2)
  Chrissy-Elpida Adami (1)
  Lucia Karapitta (2)
  
  1. Faculty of Civil Engineering, Laboratory of Reinforced Concrete, National Technical University of Athens, 9 Iroon Polytechniou str., 15773, Athens, Greece
  2. Faculty of Civil Engineering, Laboratory for Earthquake Engineering, National Technical University of Athens, 9 Iroon Polytechniou str., 15773, Athens, Greece
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Geotechnical Engineering
  Civil Engineering
  Geophysics and Geodesy
  Hydrogeology
  Structural Geology
  
• 出版者：Springer Netherlands
• ISSN：1573-1456

文摘

The aim of this work is to reach a better understanding of the seismic behaviour of historic three-leaf stone masonry buildings with timber floors, before and after interventions. For this purpose, shaking table tests were performed on a building model (scale 1:2). Initially, the dynamic characteristics of the model were identified. Subsequently, biaxial earthquake tests were performed with the base acceleration increased step-wise until the occurrence of repairable damages. Afterwards, the masonry was strengthened by means of grouting and the diaphragm action of the floors was enhanced. Then, the strengthened model was re-tested. The comparison of the performance of the model under earthquake actions before and after strengthening shows that the selected intervention techniques significantly improved the seismic behaviour of the structure. Keywords Diaphragm action Grout injection Seismic behaviour Shaking table tests Three-leaf stone masonry