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《Journal of Anhui Vocational & Technical College》 2008-03
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On the Calculation of Arch Bridges with Stiff Steel-pipe Concrete Framwork

PENG Yu-ming  
The advantage of arch bridges with stiff steel-pipe concrete framework is the good ability of span and easy construction so that the technology is widely applied.In the construction of this kind of bridges,the sequence of construction is of great importance to safety of the structure,so the design should conduct detailed analysis.The paper presents the analysis of the static and dynamic characteristics in the construction and operation according to the construction of this kind of bridges.
【CateGory Index】: U448.22
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 HUANG Ming-kui~1,LI Bin~2,WANG Ren~1,LIU Hai-sheng~2(1.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan430071,China;2.Department of Civil Engineering,Baotou Steel & Iron Institute,Baotou014010,China;);Analysis of sensitivity factor to bearing capacityof concrete-filled steel tube[J];Building Science Research of Sichuan;2005-01
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3 CUI Yingbo1,GONG Dehua2,JIA Shan2,ZHAO Renda2,YANG Yongqing2,XIANG Tianyu2(1.Guizhou Highway Development Company,Guiyang 550002,China;2.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China);Structural behavior analysis of curved prestressed concrete frame bridge[J];Sichuan Building Science;2007-02
4 WANG Hongnan1,LIU Huabo2(1.College of Civil Engineering,Shanghai Teachers University,Shanghai 201418,China;2.Shanghai Research Institute of Building Sciences,Shanghai 200233,China);Dynamical load test of a concrete-filled steel tubular arch bridge[J];Sichuan Building Science;2009-05
5 ZENG Li 1,LEI Lin 2,ZOU Zhiquan 2 (1.Institute of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Chengdu Highway Bridge Management and Operation Company,Chengdu 610031,China);Model experimental study on crack and reinforcement of RC continuous bridge's bracket[J];Sichuan Building Science;2009-06
6 HU Feng1,CHEN Huai2,LI Jingbin2(1.Henan Transportation Research Institute Co.,Ltd.,Zhengzhou 450006,China; 2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Stability analysis of the Zhanhe double X-arch bridge considering suspender fracture[J];Sichuan Building Science;2011-05
7 ZHU Hongbing1,HUANG Chuansheng2(1.Civil Engineering College,Wuhan University of Science and Technology,Wuhan 430070,China; 2.Jiangxi Zhongchang Construction Works Consulting and Supervision Co.,Ltd.,Nanchang 330009,China);Self-compacting and tiny expanding steel tube concrete using in large span bridges[J];Sichuan Building Science;2011-05
8 GUO Yi1,WEN Huabin1,ZHAN Yulin2(1.School of Mechanical Engineering,Sichuan University of Science & Engineering,Zigong 643000,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Dynamic characteristics of the high pier-long span continuous rigid-framed bridge with concrete filled steel tube columns[J];Sichuan Building Science;2012-02
9 PENG Zeng-gang(Countryside Highway Administration Bureau of Mingguang,Mingguang 239400,China);Discussing on banish disengage of bridge prefabricate plate[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-06
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China Proceedings of conference Full-text Database 10 Hits
1 Zheng Yu~2,Zhong Yonggang~3 (1.Dept.of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.Dongguan Transportation Division,Dongguan,Guangdong,523000,China);Investigation of Compressive Membrane Action in the Concrete Bridge Deck Slabs Reinforced with GFRP Bars[A];[C];2011
2 WU Gang (Anhui Communications Consulting & Design Institute,Hefei 230031,Anhui China);Modeling Design of the Monument Shaped Pier[A];[C];2009
3 FENG Yuxiang (The cross Bureau of the Fifth Engineering Limited Company, Xi'an 710019, China);Tied Arch Linear Control and Monitoring Technology[A];[C];2010
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5 Wang Rongxia~(1,2) Zheng Gang~1 Li Jianjun~3 (1.Tianjin University,Tianjin 300072,China;2.Hebei University of Technology,Tianjin,300132,China;3.Traffic Department of Langfang,Langfang,065000,China);Design and experimental analysis of inverted T-section composite box girder partially pre-stressed with un-bonded tendons[A];[C];2007
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【Co-references】
Chinese Journal Full-text Database 4 Hits
1 ZENG Li 1,LEI Lin 2,ZOU Zhiquan 2 (1.Institute of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Chengdu Highway Bridge Management and Operation Company,Chengdu 610031,China);Model experimental study on crack and reinforcement of RC continuous bridge's bracket[J];Sichuan Building Science;2009-06
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