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预应力混凝土梁中通常采用C50混凝土。Prestress concrete beam uses C50 concrete usually.
体外预应力是无粘结预应力的一种。External prestressing is a kind of no felt prestress.
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通过张拉径向钢拉杆的方法施加预应力。The prestress load was added by stretching radius rods.
瞬时预应力损失包括摩擦损失和锚固损失。The transient prestress loss includes the friction loss and anchorage loss.
本文采用了遗传算法对弦支穹顶结构进行了预应力优化设计。Genetic algorithm method is proposed to optimize the prestress of suspen-dome.
预应力技术在特种结构中有着广泛的应用。This article focuses on application of prestress technique in special structure.
预应力法在转子动力学问题的研究中可进一步拓展。The prestress method should be developed in the study of the rotor dynamics problems.
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采用遗传算法对弦支穹顶结构进行了预应力优化设计。Genetic algorithm method is applied into the optimal prestress design of suspen-domes.
用回归方法对多片钢板弹簧的实测与设计的预应力数值进行了分析。Prestress data in multi-leaf springs are measured and calculated by regression method.
讨论了预应力与层板主要力学性能的关系。The influences of prestress on tensile and fatigue properties of ARALL were also studied.
本文推导了环索预应力设定的基本公式,由此可确定各圈环索预应力的比值。The basic formulas which can determine the ratio of each hoop cable's prestress are derived.
预应力设计是混凝土连续梁桥设计中的重要组成部分。The prestress design is the important part in the design of concrete continuous girder bridges.
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锚索预应力损失问题是关系到锚固工程安全与否的重要因素。The prestress loss of cable is an important factor which can affect the safety of anchoring project.
为了抗风需要,支撑网壳的抗拔支座及混凝土柱采用了预应力技术。Prestress technic has been used in concrete columns and the anti-pulling bearings of the latticed shell.
在预应力混凝土连续刚构桥预应力设计中,有两个问题急需要解决。In the prestress design of PC continuous rigid frame bridge, there are two problems in dire need of solving.
初始预应力分布的计算是索杆张力结构受力分析的基础。The calculating of initial prestress is basic and important for analyzing of cable- strut tensile structures.
获得了膜的各向预应力、索的预拉力和索的形状之间的内在联系。Then the internal relations between the prestress of membrane, pretension of cable and cable form were found.
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通过对膜结构的无矩理论的研究,获得了膜曲面形状和相应的自平衡预应力之间的解析式。Used the bending-free theory, analytic formulae between the self-balance prestress and the form were deduced.
双层索结构是指由张力索和压杆组成的、具有预应力自平衡的新颖结构体系。The double-layer cable structure is the prestress equilibrium systems composed by tensional cables and struts.
提出了一种计算竖向结构的侧限作用导致梁、板预应力损失的估算方法。An assessment method of the loss in prestress which is caused by the influence of lateral structures is produced.