The calculating expressions of the eccentricity of the bearing pressure acting on middle bearing masonry of continuous beam have been derived from the formulas given by 《Design Specifications for Masonry Structure》(GBJ3-88)and used to calculate the eccentricity of the bearing pressure at the ends of beams.
建立了连续梁中间支承砌体偏心受压状态的力学模型 ,从现行砌体结构设计规范(GBJ3- 88)给定的梁端支承砌体所受支承压力的偏心距计算公式出发 ,导出了连续梁中间支承砌体所受支承压力的偏心距计算表达式。