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Concrete arch bridges erected by suspended cantilever method vs cable–stayed bridges

机译：悬臂法架设的混凝土拱桥与斜拉桥的比较

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Arici M; Granata MF; Margiotta P;
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年度 2011
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正文语种 eng
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1. Linear Control Method for Arch Ring of Oblique-Stayed Buckle Cantilever Pouring Reinforced Concrete Arch Bridge [J] . Zengwu Liu, Jianting Zhou, Yuexing Wu, Advances in civil engineering . 2021,第a期

机译：钢环斜扣悬臂浇注钢筋混凝土拱桥的线圈控制方法
2. Analysis of cable-stayed bridges during construction by cantilever methods [J] . Pao-Hsii Wang, Tzu-Yang Tang, Hou-Nong Zheng Computers & Structures . 2004,第4a5期

机译：悬臂法施工斜拉桥分析
3. Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method [J] . D.W. Chen Computers & Structures . 1999,第1期

机译：使用力平衡法确定给定设计甲板型式的预应力混凝土斜拉桥的初始拉力
4. Strengthening of a Cantilever Concrete Bridge by Stay Cables [C] . Jan Teigen IABSE Symposium on Towards a Better Built Environment - Innovation, Sustainability, Information Technology Sep 11-13, 2002 Melbourne, Australia . 2002

机译：斜拉索加固悬臂混凝土桥
5. Nonlinear geometric, material and time dependent analysis of segmentally erected, three dimensional cable stayed bridges. [D] . Abbas, Sajid. 1993

机译：分段架设的三维斜拉桥的非线性几何，材料和时间相关分析。
6. A New Multiconstraint Method for Determining the Optimal Cable Stresses in Cable-Stayed Bridges [O] . B. Asgari, S. A. Osman, A. Adnan -1

机译：确定斜拉桥最佳拉索应力的新多约束方法
7. Research on the Modal Experiment of Large-span Cable-stayed Bridge with Steel Concrete Composite Girder During Cantilever Assembling and Finished Stage [O] . YUE XU, XIA PENG, XING-NAI WANG 2018

机译：悬臂组装和成品阶段钢筋混凝土复合梁大跨度斜拉桥模态实验研究
8. Computer Analysis and Design of Cable-Stayed Bridge Structures Having Prestressed Post-Tensioned Concrete Segmental Box-Girders. Volume 2. Applications (Single Plane Bridge) [R] . Farran, H. J. 1988

机译：预应力后张混凝土节段箱梁斜拉桥结构计算机分析与设计。第2卷。应用（单平面桥）

Concrete arch bridges erected by suspended cantilever method vs cable–stayed bridges

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