无筋砌体受压构件承载力计算

A Calculation of Loading Capacity of Compressed Masonry Columns

详细分析了无筋砌体受压构件．该构件当丧失承载力时，均处于压弯受力状态．据此建立无筋受压构件承载力计算式，引入了等效弯矩系数βｍ，考虑了弯矩沿无筋砌体受压构件的非均匀分布对其的影响．该方法力学概念清楚，计算简便．

The compressed masonry columns must be in compressive and bending stress condition when they lose their loading capacity.Based on this, the calculation of loading capacity of compressed masonry columns have been set up .In addition, the equivalent moment coefficient β m is introduced and non uniform moment along the colums is considered.The method of the calculation is simple and convenient.