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Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 158-164 doi: 10.1007/s11709-009-0002-9
Keywords: box-girder bridge field test hydration heat temperature field temperature gradient thermal stress
Lu Wei,Deng Hengchang,Zhang SHengli,Yang Ming,Yu Yeqiang,Li Pingli,Li Runzhe,Xiao Anbin
Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 47-52
Xihoumen Bridge is the longest two-span continuous steel box girder suspensionbridge in China.Several problems have been encountered due to severe natural environment during the erection of steel boxgirder at anchor-side of north side span of the bridge.The key technique and construction process of erection and linetype adjustment for the steel box girder
Keywords: suspension bridge steel box-girder Xihoumen Bridge anchor-side of north side span erection and adjustment
Experimental monitoring of the strengthening construction of a segmental box girder bridge and field
Ali Fadhil NASER, Zonglin WANG
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3, Pages 308-320 doi: 10.1007/s11709-012-0140-3
Keywords: prestressed concrete box girder monitoring external tendons strain deflection
Research of steel box girder dehumidification in Taizhou Bridge
Li Lin and Xu Jun
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 10-13
The steel box girder of Taizhou Bridge is 2 160 m long with volume ofThe paper analyzes the principle, lectotype, setting, workflow and construction of the steel box girderAnd the paper protocols the quality inspection and evaluation standards of the steel box girder dehumidificationin Taizhou Bridge.
Keywords: Taizhou Bridge steel box girder dehumidification research
Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge
WANG Ying, LI Zhaoxia, WU Baijian
Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3, Pages 197-204 doi: 10.1007/s11709-008-0038-2
Keywords: bridge monitoring location RYSB traffic loading information
Ali Fadhil NASER, Zonglin WANG
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 2, Pages 164-177 doi: 10.1007/s11709-013-0196-8
Keywords: structural performance steel plates external pre-stressing cracks grouting method static
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 41-45
Taizhou Bridge is the first three-tower two-span suspension bridge withherringbone shape and lateral gate shape; the side towers are gate shaped concrete frames; the stiff girderconsists of flat streamline steel box girders, with a total of 136 steel box girders of about 33 426t for the whole bridge.bridge by analyzing the effect of steel box girders lifting sequence on structural system and difficulty
Keywords: three tower two pan suspension bridge steel box girder lifting sequence
Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 54-59
Unlike single-span suspension bridge,the three -span continuous suspensionbridge is mainly characterized by slings set in both side spans, and the continuous transition of stiffeningis relatively complex. the Fourth Nanjing Yangtze River Bridge as the background, and according to thestructural features of the large span three-span continuous suspension bridge, the reasonable liftingdetermined through the comparison and analysis on two different types of lifting sequence for steel box
Keywords: three-span continuous suspension bridge steel box girder lifting program closure saddle pushing
Stress analysis of deck pavement of continuous steel box girder
Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 79-83
Keywords: bridge deck pavement curved continuous steel box girder surfacing cracking bond slip stress and the
Temperature variation of concrete box girder bridge
Jian WANG, Zhi FANG,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 407-413 doi: 10.1007/s11709-009-0053-y
Keywords: temperature transfer correlation radiation variation
Yuji CHEN, Qizhi LUO,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 352-356 doi: 10.1007/s11709-009-0057-7
Keywords: thin-walled box girder with variable cross-sections potential variational theory shear lag large deflection
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 6, Pages 827-854 doi: 10.1007/s11709-023-0954-1
Keywords: seismic performance continuous girder bridge grouting sleeve-prestressed tendon composite connections
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 169-184 doi: 10.1007/s11709-019-0590-y
Keywords: shake table test accelerated bridge construction steel girder bridge OpenSEES UHPC simple for dead continuous
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 14-19
In this paper, design and construction concepts are briefly presented. Furthermore, key technologies and innovative achievements are summarized mainly on piled foundation bearing capacity analysis, river bed scour protection and monitoring, superstructure wind-resistance study, mid-span closure method as well as long cantilever structure construction control.
Keywords: Sutong cable-stayed bridge foundation pylon steel box girder cable stay construction control
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 364-377 doi: 10.1007/s11709-021-0702-3
Keywords: accelerated bridge construction ultrahigh-performance concrete steel–UHPC composite bridge UHPC girder-to-girder
Title Author Date Type Operation
Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
Journal Article
Erection technique of steel box-girder at anchor-side of north side span in Xihoumen suspension bridge
Lu Wei,Deng Hengchang,Zhang SHengli,Yang Ming,Yu Yeqiang,Li Pingli,Li Runzhe,Xiao Anbin
Journal Article
Experimental monitoring of the strengthening construction of a segmental box girder bridge and field
Ali Fadhil NASER, Zonglin WANG
Journal Article
Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge
WANG Ying, LI Zhaoxia, WU Baijian
Journal Article
Evaluation of the static and dynamic structural performance of segmental pre-stressed concrete box girderbridge after repairing and strengthening
Ali Fadhil NASER, Zonglin WANG
Journal Article
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
Journal Article
Study on overall lifting program for steel box girder of large span of three-span continuous suspensionbridge
Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Journal Article
Stress analysis of deck pavement of continuous steel box girder
Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping
Journal Article
Mechanics analysis of thin-walled box continuous girder with variable cross-sections in considering effect
Yuji CHEN, Qizhi LUO,
Journal Article
Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite
Journal Article
Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Journal Article
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Journal Article