为实现砌体与混凝土局压承载力计算的协调与统一,通过对已有试验数据的分析,应用Matlab语言编程对二者局压强度提高系数的计算方法进行调整,并提出砌体局压计算底面积与混凝土局压计算底面积相协调的计算方法,实现了二者局压强度提高系数计算公式的统一,同时实现了网状配筋砌体局压承载力计算公式与配置间接钢筋的混凝土局压承载力计算公式的协调与统一.
In order to unify the calculation of local compression bearing capacity of masonry with that of concrete, the formulas of their increasing coefficients of local compression bearing capacity have been modified respectively by Matlab program through analyzing the data of the available tests, and a unified calculation method of the calculated bottom area of local compression for masonry and concrete is presented in this paper. Thus the calculation formulas of their increasing coefficients of local compression bearing capacity are unified. Besides, the formula of local compression bearing capacity for masonry with grid mesh is also brought out in accordance with that for concrete with indirect reinforcement.