1.
Model Test Study on Prestressed Rebar Tension Schemes of Reaction Wall
反力墙预应力筋张拉顺序的模型试验研究
2.
stretching equipment for prestressing reinforcement
预应力钢筋张拉设备
3.
Influence of Pre-stressing Tension Sequence on Mechanics Performance of Curved Girder Bridge
预应力张拉顺序对曲线梁桥力学性能的影响
4.
Stress Analysis of T-shaped Beam during the Procession of Tensioning Tendons;
张拉预应力筋阶段的T型梁应力分析
5.
Study on Practical Evaluation Method of Stress Loss for Prestressing Tendons Stretching Stage;
预应力筋张拉阶段应力损失实用评估方法研究
6.
Analysis and optimization of double prestressed Steel for continuous beam transferred from simply supported beam
简支转连续梁桥二次预应力筋张拉参数优化
7.
Calculation of prestressing loss of circular concrete pools by batched tension process
混凝土圆形池钢筋分批张拉预应力损失计算
8.
A sample for Calculation of Prestress Lose and Tension Method of Prestress tendon for a Composite Beam
无粘结预应力混凝土组合梁预应力筋张拉及计算
9.
Research on the Tensioning Sequence of the Steel Wires of P.C. Continuous Curved Box Girder;
连续弯箱梁桥预应力钢束张拉次序研究
10.
The tension sequence of prestressing steel strands for curved box girder bridges
弯箱梁桥横截面上预应力钢束张拉次序研究
11.
Research of Enhancing an Approval Qualified Rate of the Tensioning Procedure for Post-tensioned Pre-forced Concrete;
提高后张法预应力混凝土张拉工序一次验收合格率的研究
12.
Finite element analysis of post tensioning prestressed concrete box girder
后张法预应力混凝土箱梁张拉次序的有限元分析
13.
Stretching analysis on 126m beam string girder crossing prestressing lanyard
126m跨张弦桁架预应力拉索张拉分析
14.
Investigation into Permissible Tensional Prestress of Prestressed Carbon Fiber-Reinforced Polymer
预应力CFRP容许张拉预应力值的研究
15.
Experimental research of the pre-stressed concrete structure behavior with HRB500 steel bars
HRB500级钢筋用于先张预应力梁的非预应力筋的试验研究
16.
Batch Prestress Loss of Concrete Pipe Pile by Post-Tensioning Method
后张预应力混凝土管桩分批张拉预应力损失
17.
Variation Analysis of Secondary Internal Force in Several Different Tensioning Processes for Prestressed Frame Engineering in Multi-Storey Building
多层预应力框架工程几种不同张拉施工次序下预应力次内力变化分析
18.
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。