1) 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。
2) semi-rigid steel frames
半刚性框架
3) 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。
4) 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。
5) steel frame with PR connection
半刚接钢框架
1.
In order to investigate the seismic behavior of composite steel frame with PR connection-reinforced concrete infill wall in column weak axis direction,the test specimen conducted by the authors was selected as the base model for a further FE analysis.
为了系统研究半刚接钢框架(柱弱轴)-RC剪力墙结构的抗震性能,基于该结构滞回性能所进行的循环荷载下的试验研究,以试验试件作为BASE试件,衍生出剪力墙厚、混凝土等级、水平抗剪钢筋、暗柱和暗梁配箍率以及剪力钉数量5个系列试件。
2.
To investigate the hysteresis behavior of composite steel frame with PR connection-reinforced concrete infill wall structural systems, a nonlinear finite element program SRCWNP was developed.
为了系统研究半刚接钢框架-RC剪力墙结构的滞回性能,编制了非线性有限元程序SRCWNP。
6) semi rigid frames
半刚性结点框架
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