摘要
以结构线性屈曲分析以及非线性屈曲分析理论为基础,对平面张弦结构的稳定性能进行了一定程度的理论和试验研究.
In recent years, long-span pre-stress space structure are regarded highly by scholars and the people of project field because its good working characters and wide prospect of applying. The paper are based on the structure linear bulking analyzing and non-linear bulking analyzing theory, make a study and do some test of the plan string structure's stability character.
出处
《河北建筑工程学院学报》
CAS
2006年第4期18-19,共2页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
张弦梁
稳定性
撑杆
beam string structure
stability
bracing bar