摘要
根据某移动通讯铁塔倒塌现场的破坏特征,采用通用的有限元程序对铁塔进行了受力性能分析计算;从塔上截取6根杆件进行了材性试验.试验及分析结果表明,不合理的截面设计和连接是该塔发生倒塌的主要原因.对铁塔设计提出了几点建议.
Based on the characteristics of a collapsed mobile-communication tower, its load-bearing capacity was analyzed by the finite element method, and material tests for six specimens truncated from the collapsed tower were carried out. The analysis and tests showed that the improper design of the sections and the joints was the main cause of the accident, and some suggestions about tower′s designning were given.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2004年第1期56-58,共3页
Journal of Hunan University:Natural Sciences
基金
湖南省自然科学基金资助项目(01JJY3003)
关键词
脉动风
振动周期
高耸结构
fluctuation wind
vibration cycle
tower structure
