基于解析刚度模型的钢筋混凝土框架结构二阶效应分析  

SECOND ORDER EFFECT ANALYSIS OF REINFORCED CONCRETE FRAMES BASED ON ANALYTICAL STIFFNESS MODEL

作　　者：许晶[1,2] 贡金鑫[2] 蒋秀根[1] 

机构地区：[1]中国农业大学水利与土木工程学院,北京100083 [2]大连理工大学海岸与近海工程国家重点实验室,辽宁大连116024

出　　处：《工程力学》2015年第9期111-118,共8页Engineering Mechanics

基　　金：中央高校基本科研业务费专项资金项目(2014XJ037);国家自然科学基金重点项目(90815027)

摘　　要：考虑材料非线性和几何非线性对钢筋混凝土框架进行了结构承载力分析。在结构承载力分析过程中,考虑混凝土的拉伸硬化作用,根据欧洲规范等效曲率公式提出了解析刚度计算模型;根据变形协调条件,考虑框架结构P-?效应和杆件P-?效应得到杆件的侧向变形计算公式。该文利用提出的解析刚度计算模型和框架结构侧向变形公式实现了框架弯矩重分布。将该文提出的方法的计算结果与已有的试验结果对比表明:该方法可行,框架弯矩和侧向挠曲变形随荷载增大呈现明显的非线性。The load capacity of reinforced concrete frames is investigated considering the material and geometrical nonlinear characteristics. An analytical stiffness model for reinforced concrete frames is presented based on the equivalent curvature formula derived from Eurocode. The tension stiffening of concrete is taken into account within the analytical stiffness model. Based on the deformation compatibility condition, the deflection equations are derived considering the P-A effect and P-8 effect. The moment redistribution in the frame is achieved based on the proposed analytical stiffness model and the deflection equations. Comparison with test data illustrates that the proposed load capacity evaluation method is feasible and the bending moment and lateral deflection of the frames increase nonlinearly with the increase of the bearing load.

关 键 词：结构工程 钢筋混凝土框架 解析刚度模型 二阶效应 非线性分析 

分 类 号：TU311[建筑科学—结构工程]