Abstract：
In order to study the normal section bearing capacity and mechanical behaviors of SRC special-shaped columns, 8 specimens were designed for low cyclic reversed loading test. The failure patterns, mechanical behaviors, loading－displacement hysteretic curves, loading bearing capacity and deformation were obtained from the test.Experimental results show that the failure patterns of 8 specimens are the compression-bending failure of normal section.
QU Yan-Quan. Experimental study on the normal section bearing capacity of SRC special-shaped columns[J]. Architecture Technology, 2011, 42(08): 745-747.
