摘要
在对钢骨混凝土T型梁试验的基础上,做了以下工作:1)非对称配置钢骨混凝土T型梁变形性能的研究;2)钢骨混凝土倒T型梁受力性能的研究;3)钢骨混凝土T型梁节点延性的分析。通过上述分析研究,可以将非对称配置钢骨混凝土T型梁应用在大跨度壁式框架中,克服了该结构体系原有的缺点,因而为住宅体系的改革提供理论基础和设计依据。
Based on the test of T-shaped steel-reinforced concrete structure, the followings have been done: 1 ) Research on the deformation of T-shaped steel-reinforced concrete beams with asymmetrical reinforcing steel bars;2) Research on the mechanical properties of T-shaped steel-reinforced concrete beams; 3) the ductility analysis of nodes of T-shaped steel- reinforced concrete beams. Through the above researches, the T-shaped steel-reinforced concrete beams with nonsymmetrical reinforcing steel bars can be applied to the long-span wall frames and overcomes the existing shortcomings of the structure and offered the theory basement and design rules for the reformation of residence systems.
出处
《工业建筑》
CSCD
北大核心
2005年第10期73-75,72,共4页
Industrial Construction
基金
河北省自然科学基金资助项目(编号:99547006)。