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변단면(變斷面) Beam-Column 에 대한 축하중(軸荷重)과 Moment 의 상관관계
유철수,전홍건 고려대학교 공학기술연구소 1985 고려대학교 생산기술연구소 생기연논문집 Vol.21 No.1
The analytical method finding interaction relationship among axial load, moment, and slenderness for tapered beam-column is quite complicated. Moreover, analysis for some shapes of cross-section is impossible. Newmark's integration method can be used as numerical analysis which is applicable for any shape factors. Using Newmark's method Interaction relationships between axial load and moment for simply supported case were obtained and represented by figures.