摘要
目前普遍采用的门式刚架斜梁与柱的连接端板及高强度螺栓的计算方法有较大的安全隐患,本文通过理论计算分析,提出改进建议,以便今后可安全合理地应用《门式刚架轻型房屋钢结构技术规程》.
Currently,the calculation method of end-plate which links inclined beam and column and the method of high strength bolt have some potential security problems.By theoretical calculation analysis,this paper puts forward some proposals in order to safely use of technical specification for steel structure of light-weightbuildings with gable frames.
出处
《北京交通大学学报》
CAS
CSCD
北大核心
2014年第1期112-116,共5页
JOURNAL OF BEIJING JIAOTONG UNIVERSITY
关键词
门式刚架
节点
端板
高强度螺栓
gabled frame
joint
end-plate
high strength bolt
