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《Shanxi Architecture》 2006-01
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Analysis on external inherent stress strengthening detail of T structure cattle leg

ZHANG Xing-li LI Zheng-wei  
Combined with reinforcement to one bridge in Panyu,it analyzes xternal inherent stress strengthening detail of T structure cattle leg,it puts forward treating box girder and tensile stress applying for bended steel plate and anchorage concrete,which can be referred for similar engineering.
【CateGory Index】: U445.72
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【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 QI Dong-chun,ZHANG Yong-shui,LI Qiang(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Reason Analysis and Countermeasures for Excessive Deflection of Midspan in Long-Span Continuous Rigid Frame Bridges[J];Journal of Chongqing Jiaotong University(Natural Science);2007-06
2 WANG Fa-wu,SHI Xue-fei(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);A Study on Long-Term Deflection Control of Long Span Prestressed Concrete Girder Bridge[J];Highway;2006-08
3 WANG Fa-wu, SHI Xue-fei;Study on Long-term Deflection Control of Large Span Prestressed Concrete Girder Bridge[J];Shanghai Highways;2006-01
4 Lü Zhitao Pan Zuanfeng(Key Laboratory of RC & PC Structures,Southeast University,Nanjing 210096,China);Issues in design of long-span prestressed concrete box girder bridges[J];China Civil Engineering Journal;2010-01
5 KE Minyong,LIU Haixiang,YE Xiaoqiang,TANG Yunqing (Nanjing Hydraulic Research Institute,Nanjing,Jiangsu 210029,China);Crack Analysis of 0~# Block for Continues Pre-stressing Concrete Cantilever Bridge[J];Highway Engineering;2011-02
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