摘要
为了研究钢框架结构的受力、变形性能及破坏特点，作者对四棍平面钢框架进行了极限承载力静力试验。本文介绍了试验情况，分析了试验现象。
plane steel frames,in which 2 are two-story one-bay frame and other 2are two-story two-bay frame,were tested in order to study the stress and deformationproperties of plane steel frames and their characteristics of failures. The contents of thetest were reported and the comparison of the theoretical predictions with the experimen-tal results was also presented in this paper.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第1期92-97,共6页
Journal of Hunan University:Natural Sciences
