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简介文中叙述了带边绿缝和不带边缘缝的两个曲簿拱埧的静力模型试验,并通过两个试验较系统地介绍了拱埧结构的静力模型试验原理和方法。带有边缘缝的薄拱埧在静力载荷作用下的工作性能比之埧殻和垫座刚性联接的拱埧的性能较为优越。
The introduction describes the static model test of two track arch with side green seam and without edge seam, and systematically introduces the static model test principle and method of arch structure by two experiments. Thin arch with edge seams have superior performance under static load than those with rigid shell and pedestal attachments.