prestressed concrete member meaning in Chinese

预应力混凝土构件

Examples

Specification for design and construction of cold - drawing wire prestressed concrete members
冷拔钢丝预应力混凝土构件设计与施工规程
Previous research showed that the unbonded prestressed concrete member has the similar ductility to the commom reinforced concrete member , while the energy - dissipating capacity is worse that can be found from the narrow hysteretic characteristic
以往的研究也表明：无粘结预应力混凝土构件具有与普通钢筋混凝土构件相近的延性，但其耗能能力随着预应力度的加大而有所降低，表现在滞回环的捏拢现象越来越明显。
In consideration of the principle in which all of the prestressed concrete members in a same structure have to satisfy the two types of limit state , the design method on normal section of prestressed concrete members in statically indeterminate structures , taking account of the effect of the prestressing process , is presented to avoid the shortage in design method of post - tensioned bonded concrete frame structures at present
本文针对现行超静定预应力混凝土框架结构设计方法还存在的一些问题，在前人的基础之上对现行超静定预应力混凝土结构设计方法加以分析和研究，提出了一种超静定预应力混凝土结构构件正截面设计的单位面积法。
Partially prestressed concrete structure has been widely used in the field of civil engineering . the deformation is very important for prestressed concrete members , for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction . at present , there are some formulae for deformation in the criterion of many countries . mostly there are 3 methods in use : double linearity method , method of valid inertia and curvature integral calculus method . this article will discuss the influence of material , spa , construction form , and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation
在土木工程领域，部分预应力混凝土结构因其良好的跨越能力和经济性而得到了广泛的应用，并发挥了巨大的作用。由于采用了高强度材料并进一步改善了设计和施工技术，预应力混凝土构件一般比普通钢筋混凝土构件更为细巧，因此，挠曲变形问题显得尤为重要起来。目前，各国规范对于部分预应力混凝土构件的变形计算均有相应的公式，变形计算的关键是刚度的计算。

prestressed concrete member meaning in Chinese

Examples

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