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1)  prestressed light steel grid floor
预应力轻钢网格楼盖
1.
On finite element analysis of prestressed light steel grid floor
预应力轻钢网格楼盖的有限元分析
2)  prestressed concrete floors
预应力楼盖
1.
The design of prestressed concrete floors for Xian telecom plaza building is presented in this paper, which includes the configuration selection of strecture, 3-D Structural integral analysis, elastic time history analysis, application of post-tensioned unbonded prestressed concrete in the design of floors, and the practical treatment of some difficult problems.
介绍西安电信广场大厦预应力楼盖设计,其内容包括结构选型、三维空间结构整体分析、弹性动力时程分析、后张无粘结预应力混凝土技术在楼盖中的应用,以及一些难点问题的处理。
3)  prestress plane floor
预应力平板楼盖
1.
Artificial pile foundation set into rock,skirt building with prestress plane floor and tower building with steel reinforced concrete(SRC)structure are adopted in the project.
工程基础采用人工挖孔嵌岩灌注桩,裙楼采用预应力平板楼盖,塔楼采用钢骨混凝土结构。
4)  prestressing ribbed floor
预应力密肋楼盖
1.
Construction technology and quality control measures of prestressing ribbed floor;
预应力密肋楼盖施工技术及质量控制
5)  Prestressed Box-Type Slab
预应力箱形楼盖
6)  pre-stressed steel latticed structures
预应力钢网格结构
补充资料:预应力
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性质:试验中试样所受到的预加的恒定静态应力,单位为Pa。在生热性疲劳试验中,如固特里奇屈挠试验中,一般都施加一恒定预应力,使试样产生一静态变形,再叠加一周期压缩变形进行试验,通常预应力的大小会影响试样的疲劳寿命,预应力越大,则试样寿命会越明显缩短。也有的先施加一静态压缩变形,再叠加周期性剪切变形进行试验。

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