Moreover, based on plane-section assumption, the cross section compression-bending capacity formula for multi-ribbed composite wall is deduced, which is suited to the coupled walls with T-shaped out frame columns. And the determination method for large-small eccentric compression is also proposed.
并以应变平截面假定为基础,推导了适用于多榀、T形外框柱截面墙体正截面压弯承载力实用计算公式,并给出了墙体大小偏压的判定。
参考来源 - 密肋复合墙体抗弯性能试验研究与结构计算模型分析·2,447,543篇论文数据,部分数据来源于NoteExpress
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