A CALCULATION OF THE ECCENTRICALLY LOADED BRICKWORK WITH BIAXIAL BENDING IN TERMS OF ULTIMATE STRENGTH DESIGN METHOD

doi:10.11835/j.issn.1674-4764.1988.02.009

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A CALCULATION OF THE ECCENTRICALLY LOADED BRICKWORK WITH BIAXIAL BENDING IN TERMS OF ULTIMATE STRENGTH DESIGN METHOD
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                        10.11835/j.issn.1674-4764.1988.02.009
                    
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This paper suggests a calculation formula for eccentrically loaded brickwork or column with biaxial bending in terms of ultimate strength design method. The coefficients of the formula, are compiled as design charts so that the formula can be directly used for design of this kind of structural members.

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张德珊.按极限状态的设计方法计算双向偏心受压砌体[J].土木与环境工程学报（中英文）,1988,10(2):

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