拉杆是由热塑性碳纤维复合材料制成的，与传统的建筑材料如钢铁和铁制品相比，它具有高强的抗拉强度，有助于加强建筑稳定性。
The rods are made from thermoplastic carbon-fibre composite, which has a high tensile strength that rivals traditional building materials like steel and iron, and could help to reinforce the building.
还提出了高强混凝土环形截面轴心拉杆抗拉刚度计算公式，理论与试验数据吻合较好。
A formula to calculate the tensile rigidity of a HSCAS is derived, and the formula is in good agreement with the experimental data.
主要措施是采用以高强度钢绞线作为预应力拉杆的预应力钢结构五阶段设计。
The main measure taken is the application of the five stage design to prestressed steel structure, in which high strength strands are used as prestressed tendons.
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