2018
DOI: 10.1016/j.conbuildmat.2018.06.208
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A unified model for the seismic analysis of brick masonry structures

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Cited by 28 publications
(15 citation statements)
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“…It is well known that masonry structures suffer from several structural deficiencies. Low ductility, low mechanical properties (in particular, a poor tensile strength), as well as weak connections between structural elements, are among the causes of the high vulnerability against out-of-plane loads and of the fragile collapse of masonry structures [1][2][3]. For these reasons, strengthening interventions are often necessary to improve the mechanical performance of masonry structures [4,5].…”
Section: Introductionmentioning
confidence: 99%
“…It is well known that masonry structures suffer from several structural deficiencies. Low ductility, low mechanical properties (in particular, a poor tensile strength), as well as weak connections between structural elements, are among the causes of the high vulnerability against out-of-plane loads and of the fragile collapse of masonry structures [1][2][3]. For these reasons, strengthening interventions are often necessary to improve the mechanical performance of masonry structures [4,5].…”
Section: Introductionmentioning
confidence: 99%
“…Xu et al [18] consider the masonry façade as an integral unit in a simple model, using two vertical springs and a nonlinear horizontal spring that governs the shear response of the wall. The hysteretic behavior depends on different parameters, such as the distribution of openings and/or confining elements, relative dimensions, material properties, and boundary conditions of the facade.…”
Section: Equivalent Spring-based Macroelementsmentioning
confidence: 99%
“…İlaveten sürtünme katsayısı TBDY'de [29] 0.4 olarak önerilmiştir. Buna karşın denklemdeki parametreler için farklı çalışmalarda alternatif değerler önerilmektedir [30]. Şekil 5'teki yatay eksen, analiz programının sürtünme modelindeki davranışı göz önünde bulundurularak literatürdeki bir çalışmadan [31] ele alınmıştır.…”
Section: Malzeme Modeli Ve Parametreleriunclassified