摘要
本文推导了高层建筑带支撑钢框架结构抗风安全度计算公式，并结合工程算例分析，探讨了结构在不同支撑条件下的安全度和舒适度问题，得出了一些初步结论．
In this paper, the estimation formulas of anti_wind safety of braced steel frame structures of a tall building are derived. In the illustrative examples, safety and comfort concerning various braced conditions are discussed, and some tentative conclusions are obtained.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1998年第7期120-123,共4页
Journal of South China University of Technology(Natural Science Edition)
关键词
高层建筑
钢结构
抗风安全度
抗风可靠度
tall building
steel structure
second_order analysis
reliability
