1) monolithic prestressing
整体预应力
1.
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件,通过整体张拉预应力钢筋而形成的板柱结构体系。
2.
Slab-column structure assembled by monolithic prestressing is a type ofstructure system in which prefabricated reinforced concrete slabs and columns aremain members bearing load.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要受力构件，通过整体张拉预应力钢索而形成的板柱结构体系。
2) integrity feasible prestress
整体可行预应力
1.
The concept of the integrity feasible prestressing is adopted and three different optimal design are studied on the cable-dome structures, which include prestress optimal design, section optimal design and shape optimal design.
采用整体可行预应力概念对索穹顶结构进行预应力优化、截面优化和形状优化设计。
3) column slab(Beam)building assembled by monolithic prestressing
整体预应力板(梁)柱体系
4) whole prestressing reinforcement technology
整体预应力加固技术
1.
The paper describes the whole prestressing reinforcement technology, and expounds an engineering example.
概念加固是运用人的思维和判断,从宏观上决定工程加固中的基本问题、基本概念及基本原则,并阐述了基于“概念加固”思想指导下的整体预应力加固技术,介绍了在工程加固中的应用实例。
5) integrity feasible prestressing method
整体可行预应力法
1.
A new force finding method named imbalance force iterative method is proposed,which breaks some limitations of integrity feasible prestressing method.
本文提出一种找力分析方法———不平衡力迭代法,它可以克服整体可行预应力法的一些不足:即使在索穹顶构件分组发生错误时仍可找到满足已知形状的预应力分布,并且该方法具有良好的稳定性和运算效率,算例表明不平衡力迭代法非常适合大型复杂索穹顶结构的找力分析。
6) unit total feasible prestress
单位整体可行预应力
1.
On the base of studying the class of framework, determination of prestress and mechanism displacement model, the new conception of unit total feasible prestress is provided and the rule of stability is analyzed.
本文在对一般空间杆件体系的分类、自应力模态和机构位移模态研究的基础上 ,从索穹顶结构特有的杆件拓扑关系入手 ,提出了单位整体可行预应力这一新概念 ,并最终解决了多自应力模态下该体系稳定性判定问题 ;通过对若干类型索穹顶结构的几何构造分析 ,得出了一些对结构设计有用的结
补充资料：边坡预应力锚索加固
边坡预应力锚索加固
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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