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。
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.
出处
《河北农业大学学报》
CAS
CSCD
北大核心
1996年第1期86-90,共5页
Journal of Hebei Agricultural University
关键词
框架边梁
附加扭矩
塑性设计法
frame side beam
appended torque the plasticity design method