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框架边梁的抗扭计算与设计
引用本文:马元元 张庆宏. 框架边梁的抗扭计算与设计[J]. 河北农业大学学报, 1996, 19(1): 86-90
作者姓名:马元元 张庆宏
作者单位:唐山市机械电子局建筑设计所,河北农业大学
摘    要:根据Hsu等人的研究结果,结合我国《检结构设计规范》(GBJ10-89),提出了框架边梁的附加扭矩计算公式,并明确了塑性设计法所确定的附加扭矩的含义,还给出了塑性状态下常用梁断面的附加扭矩值,以及结构构造要求,以供设计参考。

关 键 词:框架边梁;附加扭矩;塑性设计法

Calculation and Design of the Resistance to Torsion of Frame Side Beam
Ma Yuanyuan. Calculation and Design of the Resistance to Torsion of Frame Side Beam[J]. Journal of Agricultural University of Hebei, 1996, 19(1): 86-90
Authors:Ma Yuanyuan
Abstract:This article,according to the research results of Hsu,puts forward the calculation formula of appended torsion of frame side beam,combining the Standard of Concrete Structural design(GBJ10-89),makes sure the implication of appended torsion which is determinedby the plasticity design method,and also provides the figures of appended torsion of beam fracture surface under the plasticity state and the requirement of concrete structures in order to offer references for design.
Keywords:frame side beam  appended torque the plasticity design method
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