钢骨混凝土梁正截面抗弯承载力计算的实用叠加法  

The Practical Superposition Method for Flexural Strength Computation of the Reinforced Concrete Beam

作　　者：张建文[1] 司马玉洲[1] 齐笑雪[1] 

机构地区：[1]河南南阳理工学院,建工系473000

出　　处：《特种结构》2004年第4期24-25,共2页Special Structures

摘　　要：本文通过 4个工字钢为对称放置的矩形截面钢骨混凝土梁正截面抗弯承载力的实验研究 ,提出了正截面承载力计算的“实用叠加法” ,计算结果分析表明了这种计算方法的实用性、简便性和准确性。Based on the study for the flexural strength test of the four reinforced concrete rectangular cross-section beams,which has a I-steel symmetrically placed,this paper provides a practical superposition method for flexural strength computation.The practicality,simplicity and accuracy of the method is certificated by analysis.

关 键 词：钢骨混凝土梁 抗弯承载力 正截面承载力 矩形截面 叠加法 计算结果 工字钢 实用性 

分 类 号：TU398.9[建筑科学—结构工程]