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Mechanical Behavior of Widening Prestressed Concrete Deck Slabs under Concentrated Load

机译：浓度载荷下预应力混凝土甲板平板的力学行为

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Takuro Nakamura; Yuji Sato; Masahiko Yamada; Junichiro Niwa;
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1. Mechanical Behavior of Widening Prestressed Concrete Deck Slabs under Concentrated Load [J] . Fakhruddin, Takuro Nakamura, Yuji Sato, Journal of advanced concrete technology . 2017,第2期

机译：集中荷载作用下加宽预应力混凝土桥面板的力学性能
2. Behavior of Concrete Bridge Deck Slabs Reinforced with Fiber-Reinforced Polymer Bars Under Concentrated Loads [J] . Sherif EI-Gamal, Ehab El-Salakawy, Brahim Benmokrane ACI Structural Journal . 2005,第5期

机译：纤维增强聚合物棒增强混凝土桥面板在集中荷载下的性能
3. Experimental evaluation of flexural behavior of composite beams with cast-in-place concrete slabs on precast prestressed concrete decks [J] . Hou Hetao, Liu Xiang, Qu Bing, Engineering Structures . 2016,第nova1期

机译：预制预应力混凝土面板上现浇混凝土板组合梁抗弯性能的试验评估
4. MECHANICAL BEHAVIOR OF COMPOSITE SLABS OF CERAMIC CONCRETE POST-POURED ON PRESTRESSED ORDINARY CONCRETE [C] . Jin Wu, Cuilan Liu, Xueren Qi International Symposium on Innovation amp; Sustainability of Structures in Civil Engineering(ISISS'2005); 20051120-22; Nanjing(CN) . 2005

机译：预应力普通混凝土后浇注陶瓷混凝土复合板的力学性能
5. Behaviour of restrained concrete bridge deck slabs reinforced with FRP reinforcing bars under concentrated loads. [D] . El-Gamal, Sherif. 2005

机译：FRP钢筋加固的约束混凝土桥面板在集中荷载下的性能。
6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

机译：用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
7. A Computational Approach of Prestressed Concrete Bridge Deck Slab Analysis for various IRC Classes of loadings using Pigeaud Charts [O] . Dr.M.Si va 2018

机译：采用Pigeaud图表的各种IRC课程的预应力混凝土桥甲板平板分析的计算方法
8. A Pilot Study of Factors Affecting Live-Load Distribution in Prestressed Concrete Beam-Slab Bridges [R] . deCastro, E. S. , Kostem, C. N. , VanHorn, D. A. 1979

机译：预应力混凝土梁板桥活荷载分布影响因素的初步研究

Mechanical Behavior of Widening Prestressed Concrete Deck Slabs under Concentrated Load

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