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《建筑结构》1994年第6期上登载的“钢筋混凝土受弯构件裂缝宽度简化计算”,该文仅控制最大裂缝宽度短期效应组合的弯矩值.本文进一步提出对承载力和裂缝同时控制的弯矩值.
The “Simplified Calculation of Crack Width for Reinforced Concrete Flexural Members” published in “Building Structure”, No. 6, 1994, controls only the bending moment value of the combination of the maximum crack width and short-term effect. This paper further proposes the simultaneous control of bearing capacity and cracks. Bending moment value.