[1] |
WANG Zhen1,2, ZHOU Jianting1,3, ZHANG Jinquan1,4, WU Haijun1, WU Yuexing1.
Influence Analysis of Cast-in-Situ Segment Length on Mechanical Behavior of Ten-Thousand-Ton Horizontal Swivel Cable-Stayed Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 44-52.
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[2] |
ZHANG Shaohua1, 2.
Simplified Simulation of Local Stress in Anchorage Zone
with Strand-Separating Saddle
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2019, 38(04): 29-34.
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[3] |
TANG Shuanglin.
Influence of Shock Absorption Measures and Traveling Wave Effect on
Seismic Response of Kilometer Grade Cable-Stayed Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(12): 18-23.
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[4] |
JI Lin1,KONG Xiangming2,JIANG Bo1,YUANZHOU Zhiyuan2.
Fatigue Damage Assessment and Experimental Study on Steel Box Girder
of Taizhou Yangtze River Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(08): 1-5.
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[5] |
ZHOU Qian1,2,ZHOU Shuixing1,LI Xiaoqing1,FENG Yushi2.
Study on Construction Mechanical Properties of Cantilever-Pouring
Concrete Arch Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(07): 9-13.
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[6] |
ZHOU Shuixing1, LUO Xiaoye2.
Parameters of Anchorage Boxs Location of EarthAnchored
CableStayed Bridge with Single Inclined Pylon
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(05): 1-6.
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[7] |
ZHOU Shuixing,WANG Lin.
Sensitivity Analysis on Geometric Parameters of Ground Anchor-Box
for Single-Oblique-Pylon Cable-Stayed Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(02): 1-8.
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[8] |
WANG Gaosi.
Temperature Effect of Cable-Stayed Bridge with Single Inclined Pylon with Different Side-Anchor Styles
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(8): 6-11.
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[9] |
ZHANG Jixiang1,2,PENG Zhangjie1,LIU Ziyang1,ZHONG Li1, 2,ZHOU Wei1.
Deformation Prediction of Synchronous Welding of Steel Box Girder Double
Sides Based on Inherent Strain Method
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(6): 11-17.
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[10] |
ZHUANG Kaiwei.
Design and Application of Flat Coupling Installation System
Used in the Suspension Bridge with Steel Truss Girder
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(10): 15-18.
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[11] |
YANG Jicheng, ZHANG Qian.
Construction Control in System Transformation for the Self-anchored Suspension Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1): 5-9.
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[12] |
DUAN Xiaochen, DAI Pengfei, WANG Hui.
Virtual Optimization Management Technology in Construction of Subway
Electromechanical Installation Project
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1): 184-190.
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[13] |
Zhou Jian, Xiong Long, Wang Qi, Meng Lingliang, Li Yuanbo.
Full Aeroelastic Model Design of Long-Span Suspension Bridge with Streamlined Steel Box Girder
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2014, 33(6): 1-4.
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[14] |
Zeng Yong, Zheng Huijun, Xiang Zhongfu.
Construction Risk Analysis of Long-Span Rail-Cum-Road Cable-Stayed
Bridge with Single Cable Plane and Steel Truss Girder
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2014, 33(4): 29-33.
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[15] |
He Xuhui,Cheng Hao,Li Guangqiang.
Buffeting-Induced Fatigue Damage Analysis on the Stayed Cables of
Long-Span Steel Truss Cable-Stayed Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(增1): 752-755.
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