1) 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。
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) composite slim floor
组合扁梁楼盖
1.
Steel-concrete composite slim floors with the steel beam encased in concrete floor slabs have many advantages,including low structural height,high fire resistance and rapid construction times.
钢-混凝土组合扁梁楼盖的采用可以降低结构层高,改善钢结构的防火性能,形成无柱大空间与"无梁楼盖"的建筑效果;组合扁梁楼盖具有良好的力学性能,在多高层结构中,既能做框架梁受力,又能承载楼面的作用荷载;同时深肋压型钢板的采用可以降低楼板自重同时可作为永久模板使用,大大提高施工速度,带来很好的经济效益,在多高层钢结构建筑中有广阔的应用前景。
2.
A solid 3D FE model of monolithic steel-concrete composite slim floor is established by the ANSYS software package in the present paper.
为了研究组合扁梁楼盖在水平荷载作用下的承载性能和有效宽度,采用有限元分析软件建立了钢—混凝土组合扁梁整体楼盖三维实体有限元模型,并进行了相应的计算分析。
3.
In this paper,the membrane behavior of steel-concrete composite slim floor is investigated.
本文建立钢-混凝土组合扁梁整体楼盖三维实体有限元模型,对组合扁梁楼盖在水平荷载作用下的承载性能、变形特点进行了分析;采用刚度比参数和相对挠度比等方法对组合扁梁楼盖的空间作用进行了分析。
4) flat beam-waffle slab
扁梁-密肋楼盖
1.
Analysis of prestressed concrete flat beam-waffle slab system;
预应力扁梁-密肋楼盖体系的受力分析
2.
During the prestressing of the unbonded prestressed concrete wide flat beam-waffle slab system, the displacements and strains of slab and the prestressed concrete beams were site-measured.
在无粘结预应力扁梁-密肋楼盖体系的预应力张拉过程中,对楼板的变形、预应力混凝土梁的变形和应变进行了现场测试,分析表明楼盖体系中建立了有效的预应力效应,并指出楼板平面内刚度对扁梁中的预应力效应有较大影响。
6) flat beams with dense ribs
密肋扁梁楼盖体系
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