The use of the diagonal compression test to identify the shear mechanical parameters of masonry
暂无分享,去创建一个
[1] Antonio Borri,et al. Experimental study on the determination of strength of masonry walls , 2003 .
[2] Gian Michele Calvi,et al. In‐plane seismic response of brick masonry walls , 1997 .
[3] Sergio Lagomarsino,et al. DAMAGE MODELS FOR THE SEISMIC RESPONSE OF BRICK MASONRY SHEAR WALLS. PART II: THE CONTINUUM MODEL AND ITS APPLICATIONS , 1997 .
[4] Felix Y. Yokel,et al. Failure Hypothesis for Masonry Shear Walls , 1976 .
[5] S. Lagomarsino,et al. Continuum Model for In-Plane Anisotropic Inelastic Behavior of Masonry , 2008 .
[6] Paulo B. Lourenço,et al. Abbreviated Title : Homogenised limit analysis of masonry , failure surfaces , 2007 .
[7] Serena Cattari,et al. In‐plane strength of unreinforced masonry piers , 2009 .
[8] R. Clough,et al. State-of-the-art in seismic shear strength of masonry : an evaluation and review , 1975 .
[9] Sergio Lagomarsino,et al. Identification of Shear Parameters of Masonry Panels Through the In-Situ Diagonal Compression Test , 2008 .
[10] Pw Kleeman,et al. THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES. , 1985 .
[11] P. Lourenço,et al. A micro-mechanical homogenisation model for masonry: Application to shear walls , 2009 .