1) prestressed concrete continuous bridge
预应力混凝土连续梁桥
1.
This paper used the model for the camber control of the prestressed concrete continuous bridge construction.
将GM(1,1)模型用于预应力混凝土连续梁桥施工中预拱度的控制。
2.
In this paper the authors establish an reliability analytical model of the global stability during the cantilever construction period of prestressed concrete continuous bridges.
建立了预应力混凝土连续梁桥悬臂施工期间整体稳定性可靠度分析模型 ,该模型突破了传统将支座视为理想铰支的简化方法 ,倾覆失效时考虑了偏心受压 ,使设计更为合理 ,并就此模型对各设计变量及参数作了较全面的分析 ,以研究它们对桥梁整体稳定性的影响程
2) prestressed concrete continuous girder bridge
预应力混凝土连续梁桥
1.
Variability in dynamic characteristics and comfort evaluation of a prestressed concrete continuous girder bridge;
预应力混凝土连续梁桥振动特性变异及舒适度评价
2.
A kind of establisment method of geometric models for prestressed concrete continuous girder bridge is given, and builds the box-girder constructional geometricmodels.
针对预应力混凝土连续梁桥，提出了一种几何模型的建立方法；建立了箱形梁构造的几何模型。
5) continual box-girder with prestressed concrete bridge
预应力混凝土箱形连续梁桥
1.
Analysis of cracks in continual box-girder with prestressed concrete bridge and assessment of reinforcement;
预应力混凝土箱形连续梁桥裂缝成因分析及对加固方案的评价
补充资料：预应力混凝土桥架设
见混凝土桥架设。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条