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However, due to its specialty in fabrication process, this kind of pile has the transfer length issue similar to those prestressed concrete members with pretensioning method. 然而由于大管桩制作工艺的特殊性，使其具有类似先张法预应力混凝土构件的预应力传递长度问题。
PRACTICAL ANALYSIS OF FLEXURAL STIFFNESS OF PRESTRESS CONCRETE MEMBERS 预应力混凝土构件抗弯刚度的实用分析
Reliability of Unbonded Partially Prestressed Concrete Members Based upon Characteristic Crack Width 基于特征裂缝宽度的混凝土构件的可靠性
The Diagonal Cracking Behaviour and Shear of Prestressed Concrete Members without Web Reinforcement 无腹筋预应力砼双向受弯构件斜向开裂性能与斜向开裂剪力
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
Calculation of Stress Loss due to Elastic Compression of Double Prestressed Concrete Members 双预应力混凝土构件弹性压缩应力损失计算
Direct Design of Partially Prestressed Concrete Members according to Two Kinds of Limit State 部分预应力砼构件按两类极限状态的直接设计
A THEORETICAL CALCULATION METHOD FOR ULTIMATE TORSIONAL STRENGTH OF PRESTRESSED CONCRETE MEMBER IN PURE TORSION 预应力混凝土纯扭构件抗扭承载力计算
Reason for Crack Occurring before Prestressed Concrete Member Tensioning and Its Treatment 预应力混凝土构件张拉前裂缝产生的原因及其处理方法
Rubber bush for prestressed concrete tubing. 说明:制造预应力水泥管时使用的橡胶模套,。
Cracking is almost completely avoided in prestressed concrete. 预应力混凝土几乎可以完全避免出现裂缝。
prestressed concrete members 预应力混凝土构件
N.Rajagopalan, Prestressed Concrete, Alpha Science Intl.Ltd, 2002. 预应力混凝土结构，贾正甫，文京图书，2001。
prestressed concrete member 预应力混凝土构件
The stiffening beams of the side spans are prestressed concrete box beams. 主跨加劲梁为钢箱梁,边跨加劲梁为预应力混凝土箱梁。
The successful alternative was the cast-in-place segmental prestressed concrete box girder. 最后采用的方案是分段现浇的预应力混凝土箱形梁。
Binzhou Yellow River Bridge is a three-tower cable-stayed bridge with prestressed concrete girders. 摘要滨州黄河大桥主桥是三塔预应力混凝土斜拉桥，主梁为预应力混凝土箱梁。
Technical consultant for the manufacture of big span prestressed concrete reiteration plate. 为大跨度预应力钢筋混凝土叠合板生产技术咨询。
The torsion effect is diminished by enlarging the section of head wall and its vicinal concrete members. 通过调整抗侧力墙体的布置,采用增加端部剪力墙及其附近混凝土构件的截面面积,减少了结构的扭转效应。
The formula for calculating the prestress loss is presented for the prestressed concrete cylindrical oil tank. 导出了适用于考虑圆柱形预应力混凝土油罐预应力损失计算的公式;