To determine precisely the bearing capacity of the Q460 single equal-angle steel strut, the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.
为准确确定Q 460等边单角钢压杆的极限承载力，需正确分析板件宽厚比超限引起的局部屈曲的影响。
Element combination form and self-balanced prestressed steel structure is a new spatial system composed by prestressed cable and strut elements.
“单元拼装式自平衡预应力空间钢结构”是由施加预应力的基本单元构成的新型空间结构体系。
In this paper the spatial strut and tie model is used, and the connection is simplified as a structural system which is composed of a series of steel bars and concrete struts.
本文采用空间拉压杆原理将节点简化为由一系列钢筋拉杆及混凝土压杆组成的结构体系。
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