The slab floor was designed to be elevated on a steel frame which rests on 14 concrete piers.
楼板的设计是在一个钢框架的基础上，由14个混凝土柱子支撑。
Some new conclusion is also deduced through the calculating of a continuous slab in frame structure.
对一框架结构单向连续楼板作了分析，得到一些新的结论。
It is one of the defects that cracks occur in the bottom slab of an extra-long prestressed concrete continuous rigid frame bridge. There are many influence factors.
大跨度预应力混凝土连续刚构桥底板出现开裂是该类桥梁出现的问题之一，其影响因素较多。
When the frame beam works under torsional moment, extra bending moment is to be produced in the reinforce slab because the frame beam and the reinforce slab work together.
由于现浇框架梁板共同工作，当梁受扭时，板中必然产生附加弯距，同时板也约束了梁的转动。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper.
结合课题组前期研究成果，对框支密肋壁板结构墙梁的计算方法进行研究。
Several main forms of structure and characteristics of the system of frame structure light slab buildings are briefly commented.
本文扼要介绍了框架轻板建筑体系的几种主要结构形式和特点。
In this paper the internal force calculation method of flat slab foundation under frame in earthquake area is introduced.
介绍了地震区框架下平板基础的内力计算方法。
The bow-shaped frame slab cast (2) is formed by integrally casting a bow-shaped frame upper arm (21), a bow-shaped frame lower arm (22) and a bow-shaped frame lateral slab (28).
弓架平板铸件（2）由弓架上臂（21）、弓架下臂（22）和弓架侧平板（28）铸 造成一体件。
Based on the force behavior of joist of large-span prestressed space frame system, space finite element analysis of prestressed beam-slab system is carried out by using ANSYS software.
针对大跨度预应力空间框架体系托梁受力复杂的特点，采用ANSYS软件进行了预应力梁板体系的空间有限元分析。
By arranging a working bench with guiding rails and a small cart used for loading the molding frame, mechanized production of the new light wall slab can be realized with high efficiency.
通过设置具有导轨的工作台架和用于承载模框的小车，可实现新型轻质墙板的机械化生产，生产效率高。
Based on the experimental researches, the characteristic behavior of slab and wall frame with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
进行了无粘结预应力板墙框架的反复荷载试验，对无粘结预应力板墙框架的工作特性、无粘结预应力筋在水平荷载下的变化规律进行了分析。
The results of an example show that, for the continuous beam and oneway slab of frame structure with uniform span, the method has highly precise.
算例计算结果表明，对于柱网均匀的多跨连续梁或连续单向板，该法的计算精度较高。
The results of an example show that, for the continuous beam and oneway slab of frame structure with uniform span, the method has highly precise.
算例计算结果表明，对于柱网均匀的多跨连续梁或连续单向板，该法的计算精度较高。
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