Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour

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• 作者：G. Rinaldin ; ^{grinaldin@units.it} ; C. Amadio ^{amadio@units.it} ; N. Gattesco ^{gattesco@units.it}
• 关键词：Non-linear modelling ; Masonry spandrel ; Cyclic behaviour ; Mechanical model ; Strengthening techniques
• 刊名：Engineering Structures
• 出版年：2017
• 出版时间：1 February 2017
• 年：2017
• 卷：132
• 期：Complete
• 页码：609-623
• 全文大小：5217 K
• 卷排序：132

文摘

An experimental campaign on unreinforced and reinforced spandrels is described. Analytical formulation to predict strength was provided for each test. A numerical model for cyclic behaviour of masonry spandrels is presented. The numerical model was validated against experimental cyclic results. Proposed modelling gives a good agreement with experimental data.