摘要
文章提出了一种考虑剪切变形,由经典弯杆理论发展形成的在弹性介质中框架结构的有限元计算方法.
This paper presents a new method for calculation of framed structures in elastic medium based on classical rod bending theory shear strains being taken into consideration.
出处
《北京建筑工程学院学报》
2010年第4期68-70,共3页
Journal of Beijing Institute of Civil Engineering and Architecture
关键词
弹性介质
框架结构
有限元
剪切变形
节点参数
elastic medium
frame structures
finite element
shear strain
nodal parameters
