The main reason for the strength rising is the full-alignment of web-shells in N-type block masonry prisms.
分析表明,其强度提高的主要原因是N式砌块砌体实现了孔、肋对齐。
Integrated simple and complete model similarity theory of reinforced concrete block masonry structure are set up in this paper.
本文建立了完整的配筋砌块砌体结构在弹性阶段的完全相似模型和简单相似模型的相似性关系。
This can provide reference for design calculating of eccentric compression bearing capacity of multi-function concrete hollow block masonry.
可以为多功能混凝土空心砌块砌体偏心承载力的设计计算提供参考。
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