[ nord 韓 rte investigat ¢ the effects ofthe cempression characteristics efslit materialsen ' the seismic behavior ofRIC columns with spandrel wa [ [ s, an experimental study was conducted using eight test specirnens . Test results indicate that the ultimate flexural strength of the columns wlth structural sliIs become higher with the compressive strength ofthe sLit materials , and horizontat deformation capacity of the columns with structural s ] its does. not decrease in comparison with the

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... umns 、 wlthout any spandre [walls . The ultimate flexural strength obtained from the test could be predieted well by an existing