Yu Haijun. SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 88-89,59. doi: 10.13204/j.gyjz200511026
Citation:
Yu Haijun. SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 88-89,59. doi: 10.13204/j.gyjz200511026
Yu Haijun. SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 88-89,59. doi: 10.13204/j.gyjz200511026
Citation:
Yu Haijun. SOME EXPLORATIONS OF THE CALCULATION OF THE BEARING CAPACITY OF THE COMPRESSION MASONRY STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 88-89,59. doi: 10.13204/j.gyjz200511026
It is given a deep analysis on the computing model of the nonreinforced masonry members subjected to compression specified by Code for Design of Masonry Structure(GB 50003-2001), it is also proposed a visual and convenient graphology to the design of the bond-wall of brick masonry and structural concrete column subjected to axial compression.
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