摘要
根据48个砌体短柱和30根长柱在双向偏心受压时的试验结果,分析了偏心距对砌体受力性能和破坏特征的影响,同时提出了砌体双向偏心受压构件承载力的设计方法,其计算结果与试验值符合较好.所给方法可供砌体结构设计和规范修订参考.
According to the experimental results of forty-eight short masonry columns and thirty tall masonry columns under bi-eccentric compression, the effect of eccentricity on the mechanical behavior and failure characteristic of masonry are analyzed. At the same time, the design method of the load-bearing capacity of masonry members under bi-eccentric compression is proposed. The calculating results agree well with the experimental data. This method can be used for reference when the mosonry structure design code of state is revised.
出处
《建筑结构》
CSCD
北大核心
2000年第3期3-6,共4页
Building Structure
关键词
双向偏心受压
砌体
承载力
bi-eccentric compression
masonry
load-bearing capacity
