摘要
分析了无粘结预应力砼结构的静载强度、裂缝、挠度、疲劳强度等结构行为 ,从技术的角度讨论了无粘结预应力砼结构应用于桥梁工程的可行性 。
Based on the analysis of the performence of prestressed concrete with unbonded,the feasibility of applying prestressed concrete with unbonded tendonds to bridge engineering is analysed so that the use of prestressed concrete with unbonded tendonds is spreaded.
出处
《重庆交通学院学报》
2000年第4期15-17,共3页
Journal of Chongqing Jiaotong University
