骨組構造의 塑性設計에 對한 硏究 = A Study on the Plastic Design for Framed Structures

다국어 초록 (Multilingual Abstract)

Plastic Moment Balancing Method is resembled to Elastic Moment Distribution Method in external appearance, but their basic concepts are very difference.
In Elastic Moment Distribution Method, one must fit the moment diagram to the structure because the distribution of moments depends on relative stiffnesses of members, and can not be determined until the frame has been proportioned.
On the other hand Plastic Moment Balancing Method allows one to construct a moment diagram and then proportion a frame to fit it, this can be done because the distribution of mements is according to plastic mement capacity rather than relative stiffnesses of members.
In this paper, theorotical concepts are lack, because of utilization of structural design practice.
And, this paper tries to see saving amounts of materials compared plastic design with elastic design.

목차 (Table of Contents)

• Ⅰ. 序 論
• Ⅱ. 本 論
• 1. 塑性 Moment分配法
• 1) 基本槪念
• 2) 崩壤機構를 形成하기 위한 調定 Moment分析圖
• 3) 節點 Moment의 平衡
• 4) 崩壤機構의 形成
• 5) 骨組構造의 塑性 Moment分配法
• A. 垂直荷重인 경우
• a) 塑性 Moment의 計算
• b) 斷面假定
• c) Moment分配
• d) 塑性關節(Plastic Hinge)
• e) 垂直部材(기둥)의 設計
• B. 水平荷重인 경우
• a) 荷重率
• b) Moment分配및 檢討
• 2. 彈性設計와의 比較
• 1) 設計上의 差異點
• 2) 經濟性의 比較
• Ⅲ. 結 論
• Ⅳ. 參考文獻
• Ⅴ. SUMMARY