结合大挠度理论，定性地分析了按上述方法设计的蜂巢芯楼盖具有较大的安全储备。
According to the finite deflection theory, it was assayed qualitatively that the honeycomb floor which was designed base on this theory has large safety reserve.
理论和实测结果表明，利用本文方法设计的MTMD系统可以有效地控制大跨楼盖的竖向振动。
The analytical and field survey results show that the MTMD system designed by the proposed method can control the vertical vibration of long-span floors effectively.
现浇钢筋混凝土楼盖边主梁考虑协调扭转的分析和设计方法是工程设计中有待进一步解决的问题之一。
Reasonable analysis and design of the cast-in-place edge girder in reinforced concrete floors taking into account effect of compatible torsion are desirable in engineering practice.
但目前对无梁空心楼板的研究仅刚刚起步，尚未建立起一套比较完整的设计计算理论和方法，实际工程中只能借助实心无梁楼盖的设计方法及设计人员的经验。
However, the research is only in a initiate stage, the complete theory of design has not been built, and the current method is only refer to the solid slab design process, or according to experience.
利用内外筒支座条件和截面高度随内力变化的方法设计预应力折线板楼盖。
Taking advantage of bearing factor and the changed section according to internal forces, prestressed folded concrete floor is designed.
最后用实例讲述了预应力叠合楼盖体系的实际设计方法及步骤。
Finally, the practical design methods and process of the structure system of prestressed composite slab are expatiated by representative example.
结合某多层钢结构住宅示范楼的设计，着重讨论了组合扁梁楼盖在大开间住宅体系中的应用及设计方法。
With reference to the structural design of one multi story lightweight steel house, the authors mainly discuss how to design the composite flat beams in large bay buildings.
本文结合福建会堂工程结构设计实践，介绍了带平托板预应力无梁楼盖的结构设计方法。
Combined with Fujian Hall's structural design practice, unbonded prestressed flat slab with drop panel design procedure is introduced in this paper.
但作为一种新兴的楼盖体系，人们对它受力性能的认识还不够充分，它在计算理论和设计方法上还很不完善。
Whereas, as a new technics, it's properties have not been comprehended adequately. And, it's calculating theoretics and design measures are still not consummate.
结合已建成的工程实例介绍了使用薄壁塑料盒作为填充体的蜂窝式空心无梁楼盖的结构型式及其设计计算方法，并提出了该类空心无梁楼盖板的挠度计算方法。
Structural type, design and calculation method of cellular voided flat slab with plastic boxes embedded in a underground garage were presented, calculating method of the deflection was proposed.
结合已建成的工程实例介绍了使用薄壁塑料盒作为填充体的蜂窝式空心无梁楼盖的结构型式及其设计计算方法，并提出了该类空心无梁楼盖板的挠度计算方法。
Structural type, design and calculation method of cellular voided flat slab with plastic boxes embedded in a underground garage were presented, calculating method of the deflection was proposed.
应用推荐