1.
Study on Tensioning Test of Circular Prestressed Strand in Plane Pylon Anchorage Area of Cable-stayed Bridge
斜拉桥索塔锚固区环向预应力束的张拉试验研究
2.
Optimization design of prestressing tendon without bond in U-shape aqueduct bridge
U型渡槽环向无粘结预应力钢绞线束优化设置
3.
Research of Lateral Restraint Influence on Pre-stressed Effect of Concrete Frame Beam;
预应力混凝土框架梁侧向约束影响的研究
4.
Research on the Optimal Design of Long Longitudinal Prestressed Reinforcement Layout for PC Bridge
PC梁桥长束纵向预应力筋优化布置研究
5.
Various Prestress Loss Caculation of Prestress cables(In Chinese)
预应力钢束各种预应力损失值的计算
6.
Study on Effect of Lateral Restraint on Mechanical Performance of Unbonded Post-Tensioned Prestressed Floors in Frame-Core Tube Structure;
侧向约束对框架—核心筒结构预应力楼盖受力性能的影响分析
7.
The Application and Experiment of Circular Prestressing System for Pylon;
环向预应力体系在索塔中的应用及其试验研究
8.
THEORETICAL ANALYSIS OF EFFECT OF LATERAL RESTRAINTS ON RC FRAME BEAMS STRENGTHENED WITH EXTERNAL PRESTRESSING TENDON
体外预应力加固混凝土框架梁侧向约束影响理论分析
9.
Study on Cable Prestress for Large-scale Reticulated Shell Structure
张弦双层网壳结构环向拉索预应力研究
10.
Research into CAD of the Drawing of Prestressing Cables in Long-span Prestressed Concrete Beam Bridge;
大跨预应力梁桥预应力束施工图的CAD研究
11.
Research on attrition loss of prestress wire with space curve
空间曲线预应力束摩阻损失试验研究
12.
Test Study of Along-Path Stress of Prestressing Strands of Long Span PC Continuous Rigid-Frame Bridge
大跨度连续刚构桥预应力束沿程应力试验研究
13.
Discussion on Non-uniformity of U-Looped Prestressing Tendons Elongation at Tower Anchorage Zone
索塔锚固区“U”形环向预应力伸长量不均匀性探讨
14.
Reasonable Selection of the Values of the Circular Prestressing Loss and the Alternate Angle for Egg-shaped Digester
卵形消化池环向预应力损失及交错角的合理取值
15.
Construction Technology of Hoop Prestressed Cables for Main Tower of Guangzhou Pearl River New Town West-tower
广州珠江新城西塔主塔楼环向预应力拉索施工技术
16.
The vertical tendon had to be prestressed twice to ensure effective prestressing.
竖向预应力应两次张拉以保证有效预应力。
17.
Study on Behaviour of Anchorage Zone of Tendon in Internal Prestressed Sluice Pier
预应力闸墩体内锚束锚固区受力性能研究
18.
Study on Prestressed Concrete Beam of Voided Slab with Line Cables of New Forms Subjected to Compound Loads;
新束形预应力混凝土复合受力空心板梁的研究