摘要
从正截面承载力理论计算方法出发，介绍了《钢骨混凝土结构设计规程》中简单叠加方法 和改进简单叠加方法，对几种方法进行了对比，并通过例题说明了有关计算方法的应用。文中还 介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
Based on the theoretical method of normal section strength under flexure and axial force for steel reinforced concrete members, the simple superposition method and the modified method adopted in the Specification for Design of Steel Reinforced Concrete Structure were introduced. Comparison was made for these methods. Some examples were given to show the urge of the methods. Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
出处
《建筑结构》
CSCD
北大核心
1999年第8期56-60,55,共6页
Building Structure
关键词
钢骨混凝土构件
正截面
承载力
计算
steel reinforced concrete
normal section
eccentricity magnifying coefficient
axial load limit
