组合桁架中同时考虑滑移和掀起影响的理论公式  

THE THEORETIC FORMULAS ABOUT COMPOSITE TRUSS WITH TAKING INTO ACCOUNT SLIP AND UPLIFT EFFECTS

作　　者：周惟德[1] 金建新[1] 

机构地区：[1]合肥工业大学

出　　处：《工业建筑》1996年第7期3-8,共6页Industrial Construction

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.

关 键 词：组合桁架 钢结构 混凝土结构 滑移 

分 类 号：TU398.01[建筑科学—结构工程]