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Secondary Stresses Due to Temperature Differences in Prestressed Concrete Grillage Girder Bridges

机译：预应力混凝土胶梁桥温度差异的次要应力

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Minoru Inomata;
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年度 1984
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1. Differences between Calculated and Measured Long-Term Deflections in a Prestressed Concrete Girder Bridge [J] . P. J. Barr, F. Angomas Journal of Performance of Constructed Facilities . 2010,第6期

机译：预应力混凝土梁桥的长期挠度计算值与实测值之间的差异
2. Theory and application of the hard inclusion techniques for the measurement of in situ stresses in prestressed concrete box-girder bridges [J] . M.J. Ryall Proceedings of the Institution of Civil Engineers . 1999,第1期

机译：硬包裹技术在预应力混凝土箱梁桥中现场应力测量的理论与应用
3. Temperature Gradient and Its Effect on Long-Span Prestressed Concrete Box Girder Bridge [J] . B. Gu, F. Y. Zhou, W. Gao, Advances in civil engineering . 2020,第1期

机译：温度梯度及其对长跨度预应力混凝土箱梁桥梁的影响
4. Field Monitoring Study of Temperature Effect for Prestressed Concrete Box-girder Bridge [C] . Slawomir Gruszczynski, Krzysztof Wincza, Jan Borgosz International Conference on Health Monitoring of Structure, Material and Environment;HMSME 2007 . 2007

机译：预应力混凝土箱梁桥温度效应的现场监测研究
5. Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication [D] . Swenson, Tanner W. 2015

机译：温度对预制过程中预应力混凝土桥梁钢绞线应力的影响
6. Temperature Field Boundary Conditions and Lateral Temperature Gradient Effect on a PC Box-Girder Bridge Based on Real-Time Solar Radiation and Spatial Temperature Monitoring [O] . Xiao Lei, Xutao Fan, Hanwan Jiang, 2020

机译：基于实时太阳辐射和空间温度监测的温度场边界条件与PC箱梁桥梁横向温度梯度效应
7. Hydration temperature rise and thermal stresses induced in segment-on-pier of prestressed concrete box girder bridge [O] . Ng P. L., Du J. S., Luo X. F., 2015

机译：预应力混凝土箱梁桥墩段水化温升及热应力
8. Girder-PC - A Computer Program for Design Checking of Prestressed Concrete Box Girder Bridges. [R] . powell, g. h. 1976

机译：Girder-pC - 预应力混凝土箱梁桥设计检测计算机程序。

Secondary Stresses Due to Temperature Differences in Prestressed Concrete Grillage Girder Bridges

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