摘要
在理论分析［１］的基础上，利用测试组合桁架中两种连接件的刚度系数和组合桁架基本参数，求出轴力Ｆ及一系列其它变量的理论公式，以便于后文测试值比较。
On the base of theoretic analytis[1] and making use of the two rigidity modulus of connectors and basital coefficients in the experiment of composite truss,a theoretic formulas tor talculating the axial force F and a series of other varies is given nere.The values calculated wait for compauing.with the testing results shown in next paper.
出处
《工业建筑》
CSCD
北大核心
1996年第7期3-8,共6页
Industrial Construction
关键词
组合桁架
钢结构
混凝土结构
滑移
steel-concrete composite truss
rigidity modulus
slip
uplift
axial force
