Comparison of Two Parameters Models for clay brick masonry confinement
作者: Giancarlo RamagliaGian Piero LignolaAndrea Prota
刊名: Frattura ed Integrità Strutturale, 2020, Vol.14 (51), pp.288-312
来源数据库: Gruppo Italiano Frattura
DOI: 10.3221/IGF-ESIS.51.23
关键词: Mechanical approachMasonryConfinementExperimental tests
原始语种摘要: Masonry elements are often strengthened in order to improve their structural capacity. Generalized methods to assess the behavior of confined masonry columns are not available in the technical literature. They have been usually derived from concrete confinement models. However, concrete and masonry present several crucial differences due to their physical and mechanical properties. In fact, generalized models to assess the axial capacity of masonry columns were limited by the strong variability and heterogeneity of physical and mechanical properties. However, the recent scientific researches provided relevant information on the experimental behavior of confined masonry columns. In this paper, a confinement model has been proposed to assess the axial capacity of clay brick masonry...
全文获取路径: Gruppo Italiano Frattura 

  • masonry 砌石
  • confinement 封闭
  • strengthened 加强的
  • brick 
  • capacity 电容量
  • confined 限于
  • columns 
  • concrete 具体
  • mechanical 机械的
  • generalized 广义