1) rigid steel frame
刚性钢框架
1.
Beam-to-column connection with cantilever beam high-strength bolted-splicing in rigid steel frame is widely used in multi-stories or high-rise buildings and industry workshops in the USA and Japan, which is also the recommended connection type in our Technicall Specification for Steel Structure of Tall Buildings and Code for Seismic Design of Buildings.
带悬臂梁段高强螺栓拼接的刚性钢框架梁柱连接在美国和日本的多高层房屋和工业厂房中有着广泛的应用，也是我国高层钢结构技术规程和建筑抗震设计规范的推荐形式。
2) semi-rigid steel frame
半刚性钢框架
1.
The calculation formulas of the end moments,the rotation rigidity and the transmission coefficient were derived by using three parameters mechanical model to simulate the moment rotation of beam-column connections of semi-rigid steel frame and helical spring to simulate semi-rigid connections of the nodes.
采用三参数力学模型模拟半刚性钢框架梁柱节点梁的弯矩-转角性能,用螺旋弹簧模拟节点连接的半刚性,推导了杆端弯矩,转动刚度,传递系数的计算公式。
2.
The coupling element-free Galerkin with finite element method for semi-rigid steel frames is given.
然后,针对半刚性钢框架,建立了无网格法与有限元法耦合的分析方法。
3) beam-to-column
钢框架梁柱刚性连接
1.
Design methods used so far at home and abroad on beam-to-column connection for steel moment frame are described.
本文回顾了钢框架梁柱刚性连接计算方法国内外的发展情况,介绍了我国沿用至今的常用设计法和存在的问题,系统介绍了日本1998年提出的新思路和新方法,也介绍了日本2001年对此法的修改和简化说明。
4) dog-bone connection steel frame
狗骨式刚性连接钢框架
1.
Based on elastic-plastic time-history earthquake analysis of dog-bone connection steel frame,the paper obtained the ductility reduction factor Rμ,the structural overstrength factor RΩ and the structural influencing coefficient R of dog-bone connection steel frame of different stories and spans.
对狗骨式刚性连接钢框架在地震作用下的响应进行分析,得到不同层数、跨数钢框架的结构延性折减系数Rμ、结构超强系数RΩ和结构影响系数R。
5) semi-rigid steel frames
半刚性框架
6) steel frame with semi-rigid connections
半刚接钢框架
1.
The analysis of internal force for steel frame with semi-rigid connections;
在此基础上,考虑了半刚接钢框架的几何非线性和连接柔性的影响,利用有限元方法进行实例分析,详细地分析了刚接框架与半刚接框架的内力对比。
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