摘要
论述了钢框架梁柱刚性连接节点的处理方法 ,分析了该处的受力及破坏形态 ,提出了保证节点刚度和承载力所需的柱最小翼缘厚度和腹板厚度的计算公式及相应的措施。
Discusses the treatment of the steel-framed inflexible connexion joints,the bearing force and destructed morphology,the computing formula of the minimum flange thickness and web thickness of the pillar,the inflexibility and bearing capacity needed and the appropriate measures.
出处
《株洲工学院学报》
2000年第5期42-43,54,共3页
Journal of Zhuzhou Institute of Technology