The mass of this paper is to discuss the method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer.
本文的主要内容是以转换层厚板为例来探讨非杆件结构体系按照弹性应力图形进行配筋的方法。
Aiming at this special structure, the medium thick plate used in transition storey and its supporting shear walls are analyzed.
针对该结构的特点，着重分析和计算了转换层的中厚板和支承在中厚板上的剪力墙。
Aiming at this special structure, the medium thick plate used in transition storey and its supporting shear walls are analyzed.
针对该结构的特点，着重分析和计算了转换层的中厚板和支承在中厚板上的剪力墙。
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