摘要
对主次相交的钢筋混凝土中主梁的抗扭作用提出了2种按弹性理论分析的方法,并把其计算结果与工程实际情况相比较,提出了适应工程实际计算简单的修正系数法.
This paper puts forward two analytical methods according to elasticity theory about resisting torque of main beam when main and junior reinforced concrete beam are crossed, and compares the calculation results with construction situation, and puts forward revisory coefficient method about simple calculation adaptable to engineering practice.
出处
《湖南城建高等专科学校学报》
2002年第4期1-2,共2页
Journal of Hunan Urban Construction College
关键词
钢筋混凝土
梁
抗扭计算
主梁
次梁
变形
main beam
junior beam
the calculation of resisting torque
deformation harmonize