1) single-deck steel frame
单层钢框架
1.
In this paper the behavior of single-deck steel frame under constant load under fire is mainly tested.
对单层足尺钢框架进行恒载下受火的试验研究,通过试验得出了单层钢框架在受火过程中梁、板及柱的温度场分布规律和变形情况,分析了钢框架在恒载和火荷载共同作用下的破坏特征、耐火极限以及影响它们的各种因素。
2) single-story steel plane frame
单层平面钢框架
1.
To study dynamic effect resulted from the initial damage of the structure during progressive collapse, instantaneously applied load method was adopted to perform dynamic response analysis of a single-story steel plane frame with the failed middle column by a simplified model and frame element model respectively.
为研究结构连续倒塌由于初始破坏引起的动力效应,该文采用瞬时加载法,对中柱失效的单层平面钢框架分别采用简化模型和杆单元模型进行动力反应分析。
3) Single-storey multi-bay steel frame
单层多跨钢框架
4) single-story frame
单层框架
1.
Dynamic stability analysis of single-story frame structures is analyzed based upon the finite element method, the influence of different earthquake motion on dynamic stability of single-story frame is studied.
采用有限元法对12种单层框架结构进行动力稳定性分析,研究了不同地震动对单层框架结构动力稳定性的影响。
5) multi-story steel frame
多层钢框架
1.
Dynamic effect analysis of progressive collapse of multi-story steel frames;
多层钢框架连续倒塌动力效应分析
6) multistory steel frames
多层钢框架
1.
Study on classification system of connections for multistory steel frames;
多层钢框架节点刚度分类方法研究
2.
This paper presents the normal types of the semirigid connections used in multistory steel frames.
介绍了实际工程中多层钢框架结构经常采用的半刚性连接形式;采用有限元分析的方法,将半刚性连接节点视为弹簧单元;通过通用有限元软件Ansys建立有限元模型进行计算分析,研究了节点刚度对多层钢框架结构变形和内力的影响。
3.
The dynamic properties of the steel frame with semirigid end-plate connections were discussed,and the influence of semirigid connections on the multistory steel frames design was studied.
本文采用有限元分析方法,将半刚性连接节点视为弹簧单元,通过通用有限元软件Sap2000对一个半刚性端板连接的多层钢框架建立有限元模型并进行了模态分析、反应谱分析和Push-over(静力弹塑性)分析。
补充资料：高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
熬 高炉喷煤粉设施多层钢框架(上海宝山钢铁总厂3号高炉)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条