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- W2376756476 abstract "In this paper,the shortcomings of the formula about the calculation of load carrying capacity of masonry beneath beam-end in Chinese code(GB50003) is pointed out,for instance,the mode of increased coeffcient of compressive strength of masonry over local bearing area;the effective bearing length of beam-end does not take account of the influence of compression existing in the wall;the coefficient to covert the stress of masonry to the strength is very reserved.The corresponding improvement formula is put forward.The formula can explain the reason of masonry under local compression.It has many merits such as clear concept,simple calculation etc.The results of calculation have a good agreement with the experiments." @default.
- W2376756476 created "2016-06-24" @default.
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- W2376756476 date "2005-01-01" @default.
- W2376756476 modified "2023-09-23" @default.
- W2376756476 title "Improvement on load-carrying capacity of masonry under local compression" @default.
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