Journal of Chongqing Jiaotong University(Natural Sciences) 2013 Issue S1 Vehicle Loading Identification and Its Characteristics of Sutong Bridge in Operation

Vehicle Loading Identification and Its Characteristics of Sutong Bridge in Operation
Chen Airong1;Ma Rujin1;Xu Yanmei2

..............page:729-733

Application of Contemporary Programming Techniques in Structural Health Monitoring Software System
Shan Deshan;Wang Rui;Dong Jun;Yang Jingchao;Zhang Shaoxiong;Li Qiao

..............page:734-737+783

Causes of Common Diseases of CFST Arch Bridge
Zhou Shuixing1;Li Wei2

..............page:738-741+826

Overall Situation and Typical Diseases of Medium and Small Span Concrete Bridges in Zhejiang Province
Zhang Bin1;Zhu Dong2;Xu Jianwei2;Tian Hao2

..............page:742-745+751

Design of Anti-Corrosion of Concrete Bridge
Sun Hongyao;Yang Zheng;Xu Xuefeng;Xu Ning

..............page:746-751

Buffeting-Induced Fatigue Damage Analysis on the Stayed Cables of Long-Span Steel Truss Cable-Stayed Bridge
He Xuhui;Cheng Hao;Li Guangqiang

..............page:752-755

Simulation Analysis on Seismic Performance of Corroded Reinforced Concrete Bridge Pier
Ma Shuwei1;Wang Dalei1;Hu Teng2

..............page:756-759

Current Situation and Development for Detection and Bearing Capacity Evaluation of Main Cable of Suspension Bridge
Chen Xiaoyu;Shen Ruili;Tang Maolin

..............page:760-763+831

Durability Assessment of Reinforced Concrete Bridge in Chloride Environment
Liu Xiang;Liu Zhiwen

..............page:764-768+775

Time-Dependent Reliability Analysis on In-Plane Stability of Concrete-Filled Steel Tubular Arches
Jiang Wei;Lv Dagang

..............page:769-771+863

Evaluation of Security Grade of Fatigue Crack of Steel Box Girder
Cheng Miao;Ji Bohai;Fu Zhongqiu;Shen Danwen;Zhu Wei

..............page:772-775

Comparison of Monte Carlo Simulation and ORDER Algorithm in Calculation of Network Reliability
Yue Yanchao;Ma Jianxun;Gao Jian;Zhang Shuoying;Zhang Lingling

..............page:776-778

Calculation Method of Checking Coefficient of Spandrel-Filled Arch Bridges Based on Appearance Investigation
Pan Cong;Liao Bihai

..............page:779-783

Structural Characteristics of Cable-Stayed Bridge under Blast Loads
Zhang Tao;Ma Rujin;Chen Airong

..............page:784-787+798

Typical Damage and Reinforcement Method for Steel Truss Railway Bridge with Orthotropic Deck
Wei Xing;Li Jun;Jiang Su;Shao Kefu;Liao Ping

..............page:788-791+893

FRP Reinforcement for Concrete Bridge Structure of Deficient Concrete Strength Class
Cui Xuechang1;Zhang Xixiang2

..............page:792-798

Experimental Research on RC T Beams Strengthened with Double Prestressed CFRP Strip
Zhuo Jing1;2;Yang Hong3

..............page:799-802+878

Vibration and Fatigue Behavior of Concrete Arch Bridge
Zhao Hanwei1;2;Han Xi1;2

..............page:803-806

Disease Analysis and Reinforcement of Concrete Bridge Substructure
He Xiaoyang;Xiang Yiqiang;Xing Cheng

..............page:807-811+822

Strengthening and Rebuilding Method of the Transverse Deck Arch Bridge
Wang Shaorui1;Zhou Zhixiang1;2;Gao Yanmei1;Chongqing 400074;China)

..............page:812-814+835

Reinforcement and Reducing Load on Extrados of the Small-Span Solid-Type Stone Arch Bridge
Gao Kai;Zhou Jianting;Liu Lu

..............page:815-817+868

Deviation Analysis on Large Deflection of Continuous Rigid Frame Bridge’s in Post-Construction
Li Qingtong;Zhou Zhixiang;Liu Xiaoyu

..............page:818-822

Key Technology of External Prestressing Reinforced Concrete Arch Bridge
Chen Zengshun;Zhou Jianting;Zhang Cheng;Liu Simeng;Song Jun

..............page:823-826

Anti-Seismic Performance of Rectangular Hollow Section of Bridge Pier with FRP Confinement under Reversal Load
Dong Zhenhua;Jia Junfeng;Han Qiang

..............page:827-831

Analysis and Countermeasures of Mass Concrete Abutment Hydration Heat Cracking
Liu Qingyang1;Zhang Liyong2

..............page:832-835

Influence of Widening and Renovation on Mechanical Performance of Old Bridges
Chang Guoqiang1;Zhang Changqing1;Hu Wenhua2;Wang Peng1

..............page:836-838+883

Influence Parameters of Stability of Continuous Rigid Frame Bridge with Long Span and High Piers in Mountainous Area
Bai Wulong;Zhang Yu;Shi Xuefei;Ruan Xin

..............page:839-843+851

Overall Vehicle Load Response of Multi-Pylon Cable Stayed Bridge
Zhou Junyong;Shi Xuefei;Ruan Xin

..............page:844-847

Impact Coefficient of Long-Span Suspension Bridge
Wang Xiaosong;Cui Jiangong

..............page:848-851

Simulation Analysis on the Construction Process of Arch Ribs of Long-Span Steel Tube Skeleton Arch Bridge
Zhang Erhua;Huang Zhen

..............page:852-855

Dual Non-Linear Stability Research on Long-Span Concrete-Filled Steel Tubular Arch Bridge
Han Xing1;Zhu Bing1;Zhang Lei1;Zhu Jianbo2;Xiang Baoshan1

..............page:856-859

Impact Coefficients of Rigid-Frame Arch Bridge
Wu Haijun1;Zhang Yan1;Zhang Hao1;Zhao Wenxiu1;2

..............page:860-863

Deformation and Mechanical Characteristics of Curved Girder Continuous Rigid Frame Bridge
Wang Fan;Zhu Bing;Dou Shengtan;Suo Wenjia;Zhao Ning;Huang Ruifeng

..............page:864-868

Static and Dynamic Characteristics of Crescent Arch Bridge
Shi Zhou;Guo Junli;Su Weifeng;Pu Qianhui

..............page:869-872

Static and Dynamic Analysis on Fly-Swallow Type Arch Bridge
Shi Zhou;Su Weifeng;Guo Junli;Pu Qianhui

..............page:873-878

Construction Risk Analysis on a Steel Box Girder Bridge Crossing above Existing Railway
Wu Chunwu;Lu Wenliang;Xu Linfeng;Bai Cunxian

..............page:879-883

Null Live Load Point Identification Method of Continuous Rigid Frame Bridges Based on Monitoring Data
Wu Haijun;Wei Yue;Huang Youbang;Wang Shenning;Zhou Zhixiang

..............page:884-887

Damage Mechanism and Prevention Countermeasures of HDPE Protecting Sheath of Stayed Cables
Liu Shanhong

..............page:888-893

Evolution Analysis on Global Performance of Prestressed Continuous Bridge in Lifetime
Ye Wenya1;Li Guoping2;Fan Lichu2

..............page:894-898

Comprehensive Evaluation Index System of Bridge Preventive Maintenance
Sun Ma1;2;Liu Qingyang1;Xiang Chenglong1

..............page:899-902