CAJ | 학술논문

现行《混凝土结构设计规范》和《高层建筑混凝土结构技术规程》对于钢筋混凝土墙和柱的正截面设计原理基本一致，但因截面形状有所不同，实际应用时计算方法有所区别。本文比较了有关墙柱正截面简化计算的差异，并提出了应用公式时应注意的适用条件。
현행《혼응토결구설계규범》화《고층건축혼응토결구기술규정》대우강근혼응토장화주적정절면설계원리기본일치，단인절면형상유소불동，실제응용시계산방법유소구별。본문비교료유관장주정절면간화계산적차이，병제출료응용공식시응주의적괄용조건。
According to current Code for design of concrete structures and Technical specification for concretestructures of tall building the principle of design of the reinforced concrete shear wall and the column for section of vertical axis is basic consistent, but having a dissimilarity of section shape, the actual apply calculate method has differentiation .In this paper we study the difference of simply calculation on section of vertical axis of shear wall and column, and put forward coincident condition when applying formula.