摘要
以《钢纤维混凝土结构设计与施工规程》（ＣＥＣＳ３８：９２）提出的计算简图和基本公式为依据，探讨了截面设计大小偏心受压构件判别方法以及大偏心受压构件经济配筋受压区高度，最后提出算例，以便在应用时有所遵循。
Based on the assumed diagram and principal formula in “Specification for Design and Construction of Steel Fibers Reinforced Concrete Structure (CECS 38:92)”, a method for discriminating steel fibers reinforced concrete eccentrcic compression members is discussed The height of compressive zone in members with large eccentricity is analysed while the reinforcement is economic An example is given for practical use
出处
《江汉石油学院学报》
CSCD
北大核心
1997年第4期101-103,共3页
Journal of Jianghan Petroleum Institute
关键词
混凝土结构
抗拉强度
配筋
钢纤维混凝土
concrete structures
metal fiber
eccentric compression members
area of reinforcement
