1) 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。
2) 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。
3) multi-story and high-rise semi-rigid steel frames
多高层半刚接钢框架
4) semi-rigid frame
半刚接框架
5) 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。
6) semi-rigid connected frames
半刚性连接框架
1.
Employing finite element method,influence of beam-to-column connec- tions rotational stiffness on lateral deformation of regular semi-rigid connected frames is analyzed.
根据分析结果给出了基于正常使用极限状态的连接分类建议,并提出了半刚性连接框架侧移简化计算方法。
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