This study examined lateral load behaviors of partially grout filled steel tube from structural analysis. To evaluate structural resistant behaviors of partially grout filled steel tube, Nonlinear FE analysis model of partially grout filled steel tube was considered using ABAQUS program. From FE analysis results, grout filling effect and thickness effect of steel tube on the lateral load behaviors were compared.

Abstract
 1. 서 론
 2. 해석조건
 3. 해석결과
 4. 결 론
 참고문헌

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