2) composite slim beam with deep deck
深肋组合扁梁
1.
Finite element analysis on flexural loading capacity of composite slim beam with deep deck in the hogging moment region;
负弯矩区深肋组合扁梁抗弯性能的有限元分析
2.
In order to simpligy theoretical analysis model of composite slim beam with deep deck and improve the shape of deck in China at present,and through ANSYS software,finite element analysis(FEA) was used in the positive and negative moment zone.
为了简化深肋组合扁梁理论计算模型,同时对中国现有的深肋压型钢板板型进行改进,通过有限元软件ANSYS对深肋组合扁梁的正、负弯矩区进行有限元分析,并利用现有的试验结果进行验证分析,得知深肋组合扁梁肋部混凝土在梁受力全过程中应变均很小,承担的荷载很小,因此在受力上可以忽略;同时揭示了深肋组合扁梁的部分受力特点,为深肋压型钢板选型提供力学参考。
3) frame composite slim beam
框架组合扁梁
4) composite slim floor with deep deck
深肋组合扁梁楼盖
1.
For the steel-concrete composite slim floors,the deck shape has a significant influence on the loading capacity of the composite slim floor with deep deck and the rationalization of deck shape will not only improve the loading capacity of composite slim floors,but also bring on a good economic performance.
在深肋组合扁梁楼盖的设计中,压型钢板的板型对深肋组合扁梁楼盖的刚度、承载力等承载性能有着重要的影响。
5) flat beam frame
扁梁框架
1.
Experiment study on seismic behavior of bonded prestressed and unbonded prestressed concrete flat beam frame;
有粘结和无粘结预应力混凝土扁梁框架抗震性能试验
2.
Pseudo-dynamic experiment study and finite element analysis on bonded prestressed concrete flat beam frame and unbonded prestressed concrete flat beam frame;
有粘结预应力混凝土和无粘结预应力混凝土扁梁框架拟动力试验研究和有限元分析
6) wide-beam frame
扁梁框架
1.
Pseudo-dynamic test of fiber-reinforced high-strength prestressed concrete wide-beam frame;
钢纤维高强预应力混凝土扁梁框架拟动力试验研究
2.
Contribution of steel fibers to mechanics behavior of unbonded-prestressed concrete wide-beam frames;
钢纤维对无粘结预应力混凝土扁梁框架结构受力性能的影响
3.
No research work on seismic behavior of wide-beam frames was found.
目前对于扁梁结构的研究还局限于扁梁构件和节点,对扁梁框架抗震性能的研究还未见报道。
补充资料：140t/h梁底组合步进式加热炉(上海第二钢铁厂)
140t/h梁底组合步进式加热炉(上海第二钢铁厂)
、护‘:一步进式力口热霹
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