In this paper, prior to the structural analysis of R/C shells, the loading tests of R/C arch were performed. Considering the melting of a snow on south side, an applied loading was only one half of the arch. Therefore, the loading direction was vertical due to the snow load. As the results, the more the loading points were, the larger the ultimate strength grows independent height of rise. The axial strain in low rise arch was larger than that in high rise arch.
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