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提出了组合砌体矩形截面小偏心受压构件对称配筋的简化分析方法，充分论证了其精确度，使此类砌体构件和混凝土构件在计算方法上达到一致。
A simplified analysis method for symmetrical reinforcement of small eccentric compression members with rectangular cross section of masonry is presented. The accuracy of this method is fully demonstrated, and the calculation methods of such masonry members and concrete members are consistent.