摘要
大跨空间结构是我国十余年来发展十分迅速的一个领域。结构形式的创新和有力的理论研究支持是大跨空间结构健康发展的两个关键因素。文章简要介绍笔者及其梯队在悬索体系解析计算理论。单层网壳结构稳定性、网壳抗震性能和振动控制、悬索和薄膜结构的风致动力响应等理论研究领域取得的一些进展。
The development of long-span spatial structures is characterized by the continual innovation of structural forms and the prompt support of theoretical studies. The author attempted to probe the following areas theoretically: the analytic theory of cable-suspended structures, the stability of reticulated shells, the seismic behavior and vibration control of reticulated shells and the wind-induced response analysis of cable structures.
出处
《苏州城建环保学院学报》
2000年第3期1-8,共8页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词
大跨空间结构
网壳结构
悬索结构
膜结构
spatial structures
reticulated shells
cable-suspended strictures
membrane structures
structural stability
seismic response analysis
wind-induced response analysis.
