摘要
本文在试验基础上，分析角钢连接件工作机理和破坏形态，导出抗剪承载力公式．试验值与理论值吻合较好，建议在组合桁架等格构式组合结构中采用．
In this paper, on the basis of experiment the working mechanism and dedroyedform of angle connectors are analysed, and formula of shear bearing capacity is derived and tre the test values tally better with the theoretic values. The formula is recommended to be used in composite lattice structures including composite truss.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
1994年第2期126-130,共5页
Journal of Hefei University of Technology：Natural Science
