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《Journal of Anhui Institute of Architecture & Industry(Natural Science)》 2007-05
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Calculating fluid dynamics imitation of self anchorage large cable-suspended bridge

LI Ning-bo(School of Civil Engineering,Anhui Institute of Architecture and Industry,Hefei 230601,China)  
Changshasanchajixiangjiang bridge is self anchorage large cable-suspended bridge with two towers.The main span is 70 m+132 m+328 m+132 m+70 m.The type of stiffening beam is flat-closed box beam.In this paper,FLOTRAN element of ANSYS is applied to get the coefficient of three components of forces.Three types of stiffening beam section are analyzed to get the different characters.What leads to the different characters is also analyzed.The type of reasonable stiffening beam with favorable static stability under wind is found.
【CateGory Index】: U448.25
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Zhang Yongfu (Jianghai Polytechnic College,Yangzhou 225101,China);The Common Questions in the Erection of Main Cables of Suspension Bridge with PPWS Method and the Solutions[J];Anhui Architecture;2009-06
2 ZHANG Yong-shui,~1LUOHong,~1WANG Zu-hua~21.Chongqing Jiaotong University, Chongqing 400074, China; 2.Sichuan Province Communications Department Highway Planning Survey Design and Research Institute, Chengdu 610041, China;The analysis of temperature influnece on empty shape of suspension bridge[J];Journal of Chongqing Jiaotong University;2005-06
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6 Ren Hongye,Wang Qingqiao,Zhu Zhengwang;Calculation Method for Main Cable Bridge Linearity of Self-anchored Suspension Bridge[J];Urban Roads Bridges & Flood Control;2010-11
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8 QU Ting1,WANG Huan-ding1,ZENG Sen1,CHEN Shao-feng2 (1.Harbin Institute of Technology,School of Civil Engineering,Harbin 150090, China;2.Harbin Institute of Technology,School of Science and Engineering on Communications,Harbin 150090,China);THE RESEARCH OF INFLUENCE ON SUSPENSION BRIDGES AFTER CONSIDERING BENDING RIGIDITY OF CABLE[J];Low Temperature Architecture Technology;2009-07
9 LUO Cai-ying,ZHOU Xin-nian,FENG Jian-xiang(College of Traffic,Fujian Agriculture and Forestry University,Fuzhou,Fujian 350002,China);Construction technique for the cable hoisting of flexible suspension bridge[J];Journal of Fujian College of Forestry;2010-04
10 Ge Juan (Hydrochina Xibei Engineering Corporation, Xi’an 710065,China);THE RESEARCH OF THEORY FOR SYSTEM RELIABILITY OF SUSPENDED STRUCTURE[J];Steel Construction;2011-11
China Proceedings of conference Full-text Database 3 Hits
1 ~*FAN Zhi-fu~1,TAN Hong-xia~1,TU li~1,TANG Xian-bin~2 (1.College of Civil Engineering,Xiangtan University,Xiangtan 411105,China; 2.Guang Dong Foundation Engineering Company,Guangzhou 510620,China);Analysis and Research on the Static and Dynamic Characteristics of Self-anchored Suspension Bridge with Arch Stiffening Girder[A];[C];2010
2 PENG Wang-hu, SHAO Xu-dong, HU Jian-hua, LIAO Jian-hong ( College of Civil Engineering, Hunan University, Changsha 410082, China; Hunan Provincial Communications Planning, Survey and Design Institute, Changsha 410011, China);A Comparative Study on Types of Long Span Suspension Bridge Stiffening Steel Trusses[A];[C];2006
3 Wang Haibin~1 Li Xiaochun~2 Gao Bo~2 1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;Rock Mechanical Issues in Compound Tunnel Anchorage[A];[C];2008
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