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1)  continuous frame supporting wall-beam
连续框墙梁
2)  frame-bear continue girder
框支连续墙梁
1.
Based on the shock-resistant characteristics of under-frame-shear-wall masonry building,the paper presents some recommendations about proper numerical measure and arrangement of shock-resistant wall,the design of shock-resistant wall and frame-bear continue girder,which can be referred to in structure design.
根据底部框剪砌体房屋抗震特点,对底部框剪砌体房屋抗震墙的合理数量与布置、抗震墙的设计、框支连续墙梁的设计提出一些建议,以供设计时参考。
3)  finite element method/frame-supporied continuous masonry wall
有限元法/框支连续墙梁
4)  normal law/frame-supported continuous masonry wall
正交设计/框支连续墙梁
5)  continuous wall beam
连续墙梁
1.
Convenience in the work of calculating continuous wall beam is offered,which provides a hasis for reestablishing the new code of masonry.
采用有限元计算程序计算出连续墙梁中托梁的内力 ,根据影响托梁内力的诸多因素回归出了托梁的内力计算公式 ,为连续墙梁的计算提供了方便。
2.
A special finite element method program is compiled for the continuous wall beams in this paper.
针对连续墙梁编制了专用的有限元法分析程序。
3.
In order to analyze continuous wall beam, a special finite element method program (QLF) adopting 8 nodes isoparameter element has been developed.
:研究连续墙梁编制了专用有限元分析程序 QLF,程序中采用平面八节点等参元 。
6)  frame-bracing continuous wall beam
框支连续墙染
补充资料:地下连续墙法
      见地下连续墙。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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