A method for producing large spans prestressed concrete - support structures, in particular bridges, in the free forepart

• 1. 一种大跨度预应力混凝土悬臂施工桥梁主梁应力修正方法 [P] . 中国专利： CN107423500B . 2020.06.30
• 2. 一种大跨度预应力混凝土悬臂施工桥梁主梁应力修正方法 [P] . 中国专利： CN107423500A . 2017-12-01
• 3. A method for free forepart of bridges or similar elongate structures of prestressed concrete, in individual sections and arrangement for carrying out this method [P] . 德国专利： DE1164451B . 1964-03-05

  机译： 一种用于在各个部分自由布置桥或类似预应力混凝土细长结构的方法，以及用于实施该方法的布置

• 4. A method for the purpose of free forepart of multi-span prestressed concrete - brueckentragwerken [P] . 德国专利： DE1658585B1 . 1970-10-15

  机译： 一种用于自由跨度预应力混凝土的方法-brueckentragwerken

• 5. Method for making the prestressed concrete bridge span and the prestressed concrete bridge span [P] . PL408585A1 . 2015-12-21

  机译： 预应力混凝土桥梁跨度的制作方法及预应力混凝土桥梁跨度

• 1. The Design and Analysis of Long-Span and Low-Depth Prestressed Composite Steel-Concrete Beam Bridge [J] . 张俊平, 黄海云, 黄道沸 现代交通学报（英文版） . 2002,第001期
• 2. Improved methods for decreasing stresses of concrete slab of large-span through tied-arch composite bridge [J] . ZHOU De, YE Mei-xin, LUO Ru-deng 中南大学学报（英文版） . 2010,第003期
• 3. Evaluation method research on prestressed concrete bridges [J] . HUANG Qiao, LIN Yang-zi, REN Yuan 哈尔滨工业大学学报（英文版） . 2008,第002期
• 4. US 41 over North Creek; FRP Reinforced Concrete Two-Span Flat Slab Bridge and CFRP-Prestressed Concrete/GFRP Reinforced Substructure and Bulkhead Wall System [C] . Joseph Losaria, Steven Nolan, Andra Diggs Ⅱ, Conference on Field Applications of Non-Conventional Reinforcing and Strengthening Methods for Bridges and Structures . 2020
• 5. Time-Dependent Deflection of In-Span Hinges in Prestressed Concrete Box Girder Bridges [D] . Akl, Ahmed Elsayed Youssif 2015
• 6. A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data [O] . Kanghyeok Lee, Seunghoo Jeong, Sung-Han Sim, 2019
• 7. A 2.5D method for the prediction of structure-borne noise from multi-span concrete rail transit bridges [O] . Song Xiaodong, Wu Dingjun, Li Qi, 2014
• 8. Economic Impact of Multi-Span, Prestressed Concrete Girder Bridges Designed as Simple Span versus Continuous Span. [R] . Hosteng, T., Phares, B., Himschoot, A. 2016

• 1. Improved methods for decreasing stresses of concrete slab of large-span through tied-arch composite bridge [J] . 周德 ,叶梅新 ,罗如登 . 中南大学学报 . 2010,第003期
• 2. Experimental Study on Innovative Slip Form Method for the Construction of Tapered Concrete Pylon of Long-Span Cable Bridge [J] . Hee Seok Kim ,Young Jin Kim ,Won Jong Chin . 工程（英文）（1947-3931） . 2014,第10期
• 3. 南昆铁路上四座新型结构的大跨度预应力混凝土桥梁 [C] . 韩春暄 . 中国土木工程学会桥梁及结构工程学会第十二届年会 . 1996
• 4. 无碴轨道大跨度预应力混凝土桥梁后期徐变变形和控制方法研究 [A] . 曹建安 . 2011