张元海,刘世忠.后张法预应力混凝土梁钢束预应力损失研究[J].中国公路学报,2002,15(2):76-78. ZHANG Yuan-hai,LIU Shi-zhong.Study of the loss of pre-stress of tendon in post-tensioned prestressed concrete beams[J].China Journal of Highway and Transport,2002,15(2):76-78.
[2]
谢功元.在役混凝土梁永存预应力试验研究[D].西安:长安大学,2004.
[3]
Waldron C J.Investigation of long-term prestress losses in pretensioned high performance concrete girders[D].Virginia:The Virginia Polytechnic Institute and State University,2004.
[4]
王春生,成 锋.钢桥腹板间隙面外变形疲劳应否力分析[J].建筑科学与工程学板,2010,27(1):65-72. WANG Chun-sheng,CHENG Feng.Out-of-plane distortional fatigue stress analysis at web gaps of steel bridges[J].Journal of Architecture and Civil Engineering,2010,27(1):65-72.
[5]
刘龄嘉,贺拴海,赵小星.基于动力性能的PC梁有效预应力预测[J].长安大学学报:自然科学版,2009,29(6):37-40. LIU Ling-jia,HE Shuan-hai,ZHAO Xiao-xing.Effective prestress forecast of PC beam based on dynamic performance[J].Journal of Chang'an University:Natural Science Edition,2009,29(6):37-40.
[6]
郑 丹,郭启华.无粘结预应力粗钢筋在斜拉梁桥中的应用[J].筑路机械与施工机械化,2011,28(1):70-72. ZHENG Dan,GUO Qi-hua.Application of unbound prestressed crude steel in cable-stayed bridges[J].Road Machinery & Construction Mechanization,2011,28(1):70-72.