"콘크리트 슬라브를 SOLID MEMBER로 간주한 合成T形보의 비틀림 解析" = A Torsion Analysis of Composite Tee Beam Considering Concrete Slab as a Soild Member

다국어 초록 (Multilingual Abstract)

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In order to analyze the horizontally curved bridges with composite tee section, it is necessary to determine the torsional properties, previously, the concrete section of concrete slab was changed into steel section with a concept of transformed area and it was regarded as an element of thin-walled member.
But in general the main element governing the torsional behavior of the member is solid concrete section rather than thin steel section, therefore most of external forque is resisted by the concrete slab.
In this regards, the general equations were obtained to determine the torsional properties in a composite tee section in this paper, and some comparisons have made to verify the differences between the concept of thin-walled member and solid member.

목차 (Table of Contents)

• Ⅰ. 序 論
• Ⅱ. 基本理論 및 일반식 誘導
• 1. 合成斷面의 비틀림剛性
• 2. 合成斷面의 워핑비틀림
• 3. 合成T形斷面
• Ⅲ. 적용예
• Ⅳ. 結 論
• 參考文獻
• Summary