1) transfer truss
转换桁架
1.
Analysis and design method for transfer truss with diagonal brace that was widely used in Beijing MOMA was studied.
针对在北京当代MOMA工程中广泛应用的带斜撑整体转换桁架结构体系的理论分析与计算研究,从结构受力分析及变形等方面总结转换桁架与普通转换梁之间的差异;通过对带斜撑与不带斜撑整体转换桁架的计算比较,分析设置斜撑对改善整体转换桁架受力性能的作用;结合工程实际给出避免地震作用下斜撑失效后结构发生连续倒塌的补充设计方法;并指出型钢混凝土材料在此类结构中应用的优势。
2.
In order to avoid too large relative lateral reigidity of the transfer story that is caused by adopting transfer-storey-height deep transfer beams,which bearing upper structure′s large loads,the boned prestressed transfer truss is put forward by optimizing with elastic finite element analysis.
为避免若采用梁式转换,因承载上部结构大荷载需采用梁高同转换层层高的深转换梁而带来的本层相对抗侧刚度过刚的问题,针对该转换结构构件进行弹性有限元应力分析,经优化比选,改采用有粘结预应力转换桁架的结构转换方式,使得转换结构体系轻巧、合理。
3.
Because of huge loads and huge span, FEA and experiment methods are applied in the study of the stiffened joints and transfer trusses.
该结构具有荷载大、跨度大等特点,为确保传力的可靠和节点承载能力,进行了节点、转换桁架的有限元分析和试验研究。
3) transition truss
转换桁架
1.
By stating the construction technology of steel reinforced concrete transition truss applied in Shenzhen Huarong plaza, the author introduces the emphasis, difficulties and disposal program in the construction of continuous multispan steel reinforced concrete transition truss.
通过对深圳华融大厦型钢混凝土转换桁架的施工技术阐述,阐明了连续多跨的型钢混凝土转换桁架的施工重点、难点及处理方案。
4) steel conversion truss
钢转换桁架
6) transition of trussed-steel frame
转换钢桁架
1.
It focuses on introducing eccentrically braced frame structure design and transition of trussed-steel frame in which it doesn t yield in mid-size seism/seismic center.
重点介绍偏心支撑框架结构设计及转换钢桁架按中震不屈服设计的情况。
补充资料：可转换证券的转换价值
可转换证券的转换价值——
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参考词条